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Home My WebLink AboutDWG 352-4L; CP 94-02; POINSETTIA SHORES B-2; 01-08·1 I GENERAL NOTES RECLAIMED NATER NOTES POINSETTIA SHORES 1.ALL WORK SHALL BE ,JONE 1N ACCORDANCE MTH THE CARLSBAD MUNICIPAL NA 11:R )ISTRIC~S "CARLSBAD RECLA MA no"' RULES &: REGULA "IONS FOR CONSih'UC fJGN OF RECLAIMED /IA TE''l IAA!NS" DA !"£0 OC~OBER 1393. 2.CRiNK!NG ,°CL~lf Ai NS oHAcc 3E :"RC :C:CTED ;poM SPRA > •)F RS CLAIMED WA"':.,'( 3ESi MANi>CE'4E'< f FPAC :-iCES SHAL"" 3E ,SEO TO MINIMIZE ~ECLA1MED WATER ENCROACHMENT ON PUBL:C FACILITIES SUCH AS PICNIC TABLES, BBQ'S, PLAYGROUNDS, SANO TOT LOTS, ETC. RECIAIMED VvTATER SYSTEM ( r'~lVA"TE: ) 3.BEST MANAGEMENT PRACTICES SHALL BE USED TO ELiMINA TE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-OFF, OVER SPRAY AND MISTING. 5 CN-SITE ::ROSS-CCNNEC TIONS BET'NEEN RECLA!MEO WATER UNES ANO PQ,ABLE 'NATER UNES IS STR1CTL Y PROHIBITED. 6.NO SUBSTITUTION OF PIPE MATERIALS WILL BE ALLOWED W1THOUT PRIOR AF"ROVAL OF Tl-IE ::ITY OF CARLSBAD "1UNIC,PAL WATER DISTRICT. 7 ALL ON-o,TE "''PES s;-.ALL HAl'c NARNINC .APE ?ER CARc'.38AO MUNICIPAL ,,A~E'< OISTR1crs RULES ANO REGULATIONS. * 8.THE IRRIGATION SYSTEMS SHALL RUN BETWEEN THE HOURS OF 10:00 P.M. AND 5:00 A.M. THE FOLLOWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) W1Tt1 QUALIFlED SUPERv1SION PERSONNEL ON SITE. 9 ~ROV10E A YINiMUM OF AT cEAS-15 INCHES OF COVER O'tc:R >Le. MRING ~~iD C'Pll,C IQ NON-DESlCNA"tD USE AREAS SHALL· 8E PROTECTED F'ROM '.:ON TACT MTI-1 ~ECLA:MEO WATER, WHETHER BY WINDBLOWN SPRAY OR BY DIRECT APPUCA TION THROUGH !RRIGA TION OR 0Tt1ER USE. LACK OF PROTECTION, wt-I ETHER 8 Y 0($:GN, CONSTRUCTION PRACTICE CR SYSTEM OPERATION, IS STRICTLY PROHIBITED •· tRRIG~'Tlotl HEADS SH~L:._ 3E RE.'.JCA7':D ~R ;OJUSTED TO ~REVENT OVER-'3P"AY1NG ON ,JO[WALr.S. STREETS AND NON -CESiGNlq@ USE AREAS. '2 RECLA>MED WATER QUICK r:OUPUNG VALVES SH~.L!_ BE OF A TYPE DESIGtiED FOR TI-IE USE ON ,RECLAIMED WATER OISTRIBUTICN SYSTEMS( SPIKES NOT 1N TERCHANGEABLE WITH POTABLE WATER QUICK COUPLER SPIKES) PER~1-WATER DISTR:CT'S RULES .H.JQ :}ES.ii,_~ TI()NS. M..I~/~ '3METT:?S $!-'ALL ~E SiZED 3Y TI-IE ':ITY OF CARLSBAD MUNICIPAL 'NA".ER c:s~;CT 14.ALi_ IRRIGATION PIPE SHALL BE STENCILED WITH THE WARNING, •NON-POTABLE OR RECLAIMED /IA :ER. COLOR-COOED (PURPLE) ANO LAID WlTH NARNING : APE AND SlGNAGE NOTES T--E 0 0LLOWlrsG GUIDELl'lES FOR T'-'E USE ·:F REC!_~!MEJ NA '"ER ARE ro 3E PER'-<M,E',;\.' PC:STED INSiCE THE JOOR OF C:A :c; CONTROLLER THEY ARE EASILY V1SIBLE. PLACE ON 8-1/r X 11• SiZED SIGN. COLOR: PURPLE BACKGROUND WITH BLACK LETTIERING. !GUIDELINES FOR RECLAIMED WATER USE 1 IRR1GA TE SETll(E:N 1-iE -,Ot;RS OF · 0: 00 '° .. "1. ~ND 6: JO A.M. ONLY. WA TER:NG OUTSIDE 7-llS TIME FR AME \AUST 3E OONE MANUALLY 'MTJ,1 QUALIFIED SUPERVISORY ."ERSONNEL ON-SITE. '<0 SYSITM SHAU_ -"T ANY TI'-<E BE LEFT UNA.TTENOED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2. IRRIGATE IN ,A MANNER THAT WlLL "41NIMIZE RUN-OFF, POOLING ANO PONDING, TT-IE APPUCA TlON PA ~ SHAU '<OT EXCEED THE 'NflL ffiA TION RA :E OF 7-lE SOIL. T'MERS "1LJST 3E ADJUSTED SO ~S :0 9E COMP"-:'BLE Wl'rl-l TI-E LC WEST SOIL INF;L "'?A :'ON RATE PRESENT. 7rHS "ROCEDuRE \4AY BE .•ACIUTATED SY i1-1E EFFICIENT SCf'EOIJUNG OF Tl-IE AU TOMA 17C CONTROL CLOCKS, (I.E., EMPLOYlNG THE REPEAT FUNCTlON TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES TI-IA T WILL PROMOTE "1AX!MUI.I S01L ft.8SORPI'CN) 3.A0JU$T SPRAr ,,[ADS TO EU!.NJA,TE '.)VER SPP'>Y ONTO AREAS NOT UNDER n✓E ~CNTRCL ,:F' r"'E ::usTCIAER FOR 2:/AMFLE. FOOL DECKS, PRl,ATE ?ATIOS AND LOTS, AND STREE•S AND SIDEWALKS. NHERE STENCILING ORIENTED TOWARD Tl-JE TOP OF THE TRENCH PER TI-IE CN"l<:!;l!'fp ]lfltiNIC,J,,,,.._ IW>.~ DISTRICT'S RULES AND REGULA TlCNS. 4.MONITOR AND I.IAINTA!N THE SYSTEM TO MINIMIZE EQUIPMENT A.ND ~A "T'ERIAL F AJLURE. BROKE.~ S?R:NK~~R HEADS, _EAi-<3, UNREUABLE VALVES, ETC. SHOULO BE RE?A1RED AS SCON AS TI-,EY BECOME APPARENT. • 5.ALL POTABLE 'NATER AND RECLAIMED I/ATER PIPING SHALL BE INSTALt!PMTH Tl-JE S TENC:L:NG ORIENTED TOWARD THE TOP OF t"E TRENCH. 16.'M-iEN A POTA8l£ WA-:TR UNE ANO "lECL,AiMEJ WATER LINE CROSS, THE RECLAIMED LINE SHAU. BE INSTALLED WlTl-,IN A PROTECTIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTABLE LINE. FOR A TOTAL OF :o i=-~::; 17.A :0 f'OQi ttORl'ZCNTAL S£PARA110N !3ET'M::EN POTABLE WA7':9 AND RECLAIMED WAlt:'i MAIN5 MUST 6E \YAltH/IINEC: ~TAU,.. TIMES '1-'E f'JTAELi:: UNE MUST 3E NS TALL.CJ AB'JVE TT-,£ PECIJ>.IMED I/A '€RJ..IW", 18.A MINIML:M OF 12 INCHES OF VERTICAL SEPARATION BETWEEN UTILITIES MUST BE MAINTAINED AT ALL TIMES. 'lf€ 19.DEVELOPER/ CONTRACTOR SHALL CONDUCT A CROSS-CONNECTION TEST AND COVERAGE TEST AS DIRECTED BY THE CARLSBAD MUNICIPAL WATER DISTRICT ENGINEER ANO/OR THE $AN DIEGO COUNTY DEPARTMENT OF ENv1RONMENTAL HEALTH PRIOR TO ANY USE OF RECLAIMED WATER. 20.QUICK COUPLING VALVES USED IN RECLAIMED WATER SYSTEMS SHALL CONFORM TO TI-IE FOLLOWlNG: PSC,VJl"IW~ au1ct-a:tll'l,1140 v~ U56P 11>1~~ lllA1f;l1L ~ ffi'AU. t+~ ~~ ~L~l>I"/" l!i~~l.$\ITT!t fl'T'Pf:,W . WA,t;fl-~~ "fl~ ~ fl.1Jefl$ a,k>ro;p L..Cef,r,& ~ f'!iie!'IAI\IENT),"f J.tJT ~ T0 ~ \411.W (l1()I« CL'L/fWMe-V~. ~1.,e,e.~ N0.1""15. lff!~l-b.,W1co.A-tei.:.."tll" !:f,. ~ ~ 5.EDi..iCA TE ALL MAINTENANCE PERSONNEL JN A CCN 17NUO•.:S BASIS OF THE PRESENCE OF RECLAIMED WATER. PERSONNEL MUST SE >NFORMEO THAT R.C. WATER IS MEANT FOR IRR. PURPOSES ONLY, ANO IS NOT .AP0 ~0'./ED c-DR DR1t~:-:·.'-1G ~1_.;PD':Si:S, ~AN~. TQCL WASl-'.'..,;S. EiC. <;1V£~ ThE 'IIGH TuRNOYER ~A TE OF EMi'_.JYE.cS IN T1-iE LANOSC.>PC: NDUSTR Y. IT S :MPCRTANi 1"IS INFORM~TI,;e, ~E )ISS£1,n;ATES :N AN ALMOST =: l 1.__·t 8ft.SI$, IT S YOU, -~E L.!i'JC,SCAP: :::N~ACTCR W',...'J !S ~ESPCNSBLE FOR EJi_,<~A T1NG :::ACH ANC ::1/E,q":' ONE ;F YO~R ;::).AP:.,CYEES. 6.00TAJN PR:OR APPROVAL OF ALL PROPOSED CHANGES AND I.IOOIF1CA170NS TO ANY PRIVATE ON-Sf!E FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO, AND APPROVED BY, TI-IE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. 7.ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WlTH IDENTIFlCA TION TAGS. A.TAGS SHALL BE WEATHERPROOF PLASTIC, 3• X 4", PURPLE IN COLOR WITH Tl-IE WORDS "WARNING RECLAIMED WATER -DO NOT DRINK" IMPRINTED ON ONE SIDE, AND • Av1SO -AGUA IMPURA -rm TOMAR" ON THE OTHER SIDE. IMPRINTING 5HAU. BE 21.Tl-JE REQUIRED CROSS-·CONNECTION INSPECTION SHALL BE DONE BY EITHER THE ~ l>'.JIJI~ WATER DISTRICT AND/ OR THE SAN DIEGO COUNTY DEPAPTMENT OF ENv1RONMENTAL PERMANENT AND BLACK :N COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISE OR APPROVED EQUAL. e,, CN!"< ,p,,;;, ~u... aee "<TT~ iv ~ v;,.1,,{IE;' A& ~ J, /'l"!h'.!r ~ ~ eTf$1 ~. ~ wm,· rv,,;,nc, 11,n.,_ ~ II.JI~ 1'>~ WTl'l'J Dl~Y ""Wm! Pl,l,SllG 119' IU~ f$1- HEALrn. COPIE3 OF INS?ECTION REPORTS Will BE FORWARDED TO THE NON-INSPECTING PARTY. #' 22.0EVELOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE PLANS. ,1/:' 23.AN ON-SI TIE USER/ SUPERVISOR SHALL BE DESIGN A TIED IN WRITlNG. THIS INDIVIDUAL SHALL BE FAMILIAR WITI-i PLUMBING SYSTEMS W1TI-ilN TI-iE PROPERTY, WlTH THE BASIC CONCEPTS OF 3ACKFLOW/ CROSS-CONNECTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A RECLAIMED WATER SYSTEM. COPIES OF THE DESIGNATION, WITI-1 CONTACT PHONE NUMBERS SHALL BE PROv1DED TO THE SAN DIEGO COUNTY DEPARTMENT OF' ENv1RONMENTAL HEALTH SERVICES AND CARLSBAD MUNICIPAL WATER DISTRICT. IN CASE OF EMERGENCY CONTACT BRIAN MURPHY O OR AFTER HOURS CONTACT BRIAN MURPHY 0 (619) 931 9100 ITEMS NO'S 8, 19, & 23 SHALL BE REQUIRED JUST PRIOR TO Tt1E ACTIJAL USE OF RECLAIMED WATER. ITEM NO, 22 THE SIGNAGE PLAN SHAU. BE PART OF THIS I.P. BUT THE ACTIJAL SIGNS & TAGS WlLL BE INSTALL JUST PRIOR TO ACTlUAL USE OF R.C. WATER- 24.SHOW ALL PUBLIC & PRIVATE POTABL£ WATlER MAINS ON IMPROVEMENT PLANS. 25.0N RECLAIMED WATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-CODED PURPLE PER AWWA GUIDELINES AND SECTION 4049.54 OF THE CALIFORNIA HEAL TI-I AND SAFETY CODE. A'tEIJ-~~~ '"'""""' 9lACl<LOGO PORPt.E 81,.0(GROL.H) 1· Bl.AO(' l..£TlOtS RECLAIMED WATER (5m:')t:t'X~ .DIM> .1185 PLASTIC CII SllCK--OI Wf"1\, ~ lit.SO .01, ~ ,.,VfSO-N;UA lilP'I..IU NO lOMAR 1' aL,\CI< = :r Bl.AO( l..ETTIRS TYPICAL SIGNS ~-~ T2' !O,!Mr a,,,,tiP-.Wmt ~ ~<'.<'\$ A>l:f' 8.ALL SPRINKLER HEADS SHALL BE iDENTIFIED AS RECLAIMED WATER SPRINKLER HEADS. II.EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFlEO WITH A SIGN oEARING THE WORDS "RECLAIMED WATER USED FOR IRRIGATION" IN E'lGLISH AND SPANISH, 'MTH BLACK LETTERS 1• HIGH ON A PURPLE BACKGROUND. THE SIGN SHALL BE PLACED SO THAT IT CAN BE REA01L Y SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMENT. DE:CLAIAATON OF RESPQNSl!!H C,<ARGf I Ht:RE!!Y DECLARE TH"T I "M THf UC&NSED [)( StGNfR or WORK FOR THIS PROJECT, THAT I W.VE EXERCISED RE SPONSl8LE CHARGE OVl':R TH~ DES1GN Of THEc PROJECT AS DE:FINED IN SECTION 6703 OF THE BUSINESS ,O.ND PR()fESS10NS 0001, AND THA" n-lE DESIGN IS CONSISTENT WITH CURRENT ST ,O.ND,O.RDS 1 UNOERST,O.ND THA.T THE CHECI< OF PAOJECl DRAWINGS AND SPECIFICATIONS BY THE CrrY OF C,O.AlS!l"1l ,O.ND THE COUNTY OF SAN DIEGO DE PARTMEN1 OF H!i,O.L H< SERVICE IS CONFINED TO REVIEW ONLY AND COE s NOT Rf LIE VE Mt. AS TH, L ICENSeD oe,1(;NE:.R OF WORK, Of MY RE Sf'ONSl!ll[JTIES FOR PROJECT DESIGN FIR"' NAMES & ADDRESSES T(SHIMA DfSIGN GAOuP 9'l03 BUSIN[ S5PARK • Vf SUITE 'C SAN o,r GO. CA 92!, S PHONE NO'S ~ 19/~93 eei• REGESTAATl()NNO IFC1 ,,.½ (XPIAATONDATE JULY JO. 1996 ---..Wl~..L'!..~µt,4'Wy , r.,,,/?,;t>, TESHIMA DESIGN GROUP lAND9CAPB ARCHl'l1!CIURE LAND PlANNINO '813 BUllNl!S9PAJtlt AVR, surra C SAN Dl&lQ CA 9D. ~ -111:1 8ll3f FAX! (619) e1m PROJECT NO. LOT '1.. ,_ •✓ -----~~ © l),,._,.J_;.---<.f' ~ ~"-I'\--~~ ,c, ~ ® ~ ,:;11 @ @ I 2 ~ (® ; 0 \~ Gl ' , J I .-"~ 1 . 's-'civ, ·~.. I \ \ CITY OF □CEANSID~ 78 CITY □f' VISTA ROAD IARA CITY Of' ENCIN!T AS VICINITY MAPS CARLSBAD MUNICIPAL \/ATER DISTRICT .M~ : /'; '/7evs '5 'JILLIAM E. PLUMMER, DISTRICT ENGINEER R.C.E, 28176 hLfl-97 DATE SAN DIEGO C[lJNTY DEPT. llF ENVIRONMENTAL HEALTH SERVICES ~vJ?Jci;~ APPROVED BY. DATE BENCHMARK: DESCRIPTION: STANDARD DISC SET FLUSH IN EAST CORNER ON NORTH ABUTMENT OF f.A.ST BRIDGE LOCATION: APPROX. 300 FEET SOVTH OF SOUTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTER~INE OF NORm BOUND CAflLSBAD BLVD ON PONTO STREET BRIDGE ND. A/882 RECORD FROM: NORTI, SOUNTY V>..RTICAL CON'ROL DATA BOOK, PAGE 135 NO. OC 0147 DATE: ElEV'-TION: 50,558 OATUII: M.S.L. DATE INITlAl ENGINEER OF WORK REVISION DESCRIPTION N 0 LEGEND \.'ATER METER/ POC BACKFL □W PREVENTER BALL VAL VE 0 GATE VAL VE _,.,_ RECLAIMED WATER MAIN LINE ■ 'DO NOT DRlNI<' SIG~JS [Z27] AREAS OF' REC!A!HED WATER USE SHEET INDEX co f TITLE SHEET PLANTING PLAN 2 t IRRIGATION PLAN 3 V IRRIGATION DETAILS 4 LANDSCAPE DETAILS IRRIGATION SPECIFICATIONS PLANTING SPECIFICATIONS INSPECTION PROCEDURES l .Cl1Y COt,muc1toN 1N5Pr;crlON SHAU.. JIICLI.IDE: A . i-OCA 110N OF Pl P'I:; l,Jf,IE;s;. 3. TRENCH CE"'"'· CRE'JUIRED SEPARATION ("iORIZONTAlLY ANO VERllCAJ,.LY). D.P,i'E IDENTIFlCA TION. (P.O C. 'S) POiNTS 8F CONNECllONS, E.LOCA TION AND IDENTiflCATION OF SPRINKLEF HEADS 5 6 7 & 8 a: F. WARNING SIGNS OF THE SITE A,(J:J ON T1'1E TR:.JCKS HA.UUNG RECLAIMED WATER IS BEING USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING Tl-JE INSPECTION OF THE PROJECT SHALL SE OBTAINED FROM THE CITY ANO THE DISTRICT, AND BE FORWARDED ,O THE COUNTY HEAL Tl-l DEPARTMENT PRIOR TO FINAL INSPEC'flON AP:0 ROIIAL. 2 DISTRICT FINAL INSPECTION SHALL INCLUDE: A.COVERAGE TEST, AFTER COMPLETION OF THE SPRINKLER SYSTC''-4, TO DETERMINE THE ADEQUACY OF COVERAGE ON THE APPROV'i:D USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECUV:NG RECLAiMEO WATER. 8.WARNING SIGNS AND LABELS. C.OUICK COUPLING VALVES. D.ALL ASPECTS OF THE IRRIGATION CONDITIONS iNCLUDING WlNDBLOl'M SPRAY, RUNOFF ANO PONDING. E.REQUIRED PROTECTION OF ALL RESIDENTI.~L A.REAS. F.REQUIRED PROTECTION OF WELLS, STREAMS, RESERVOIRS, ETC. G.CROSS-CONNECTION. .3.ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART 8 AND PART G OF rnE DISTRICTS FINAL INSPECTION. NOTE: PRIVATE LOTS SHALL BE PROTECTED FROM CONTACT FROM RECLAIMED WATER, WHETHER BY WlND-BLOl'<N SPRAY OR BY DIRECT APPLICATION THROUGH !RRIGATION OR OTI-IER USE. LACK OF PROTECTION, WHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERA'nON, IS STRICTIL Y PROHIBITED. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEER, ASSISTANT PLANNING DIRECTOR g. DISTRICT ENGINEER, PRIOR TO !MPLEMENTATI □N IN FIELD. APPROVED FOR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT " P.E. __ _ INSPECTOR DATE DATE I s1EJ ,CITY OF CARLSBAD PLAN>''11NG DEPARTMENT I m CM'JD TITLE SHEET FDR• POINSETTIA SHORES Pt..,t,t.lNI~ ARE-.A. e,-Q .e.M.&II&" CAI.FORf'l:lA I APPROVEQ.. / // /4 .. ·.. ./•'//"-/, ' :~ ASSISTA~ PLANNING DIRECTOR 7 ,;i.s-·'l l DATE OTHER APPROVAL CITY APPROVAL OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: C'Pdf4 • O,Z. RVWD BY: ~-4L '·-, __ i ·,, •, --.... _ __..,.J --, -------. /~l K.a-r,W11Ni,.\~ 4-' ~01 Jj ------...,. ___ _ ~~_c-,_-__ -------IA ---.... '· . --- ~//,;'I . . --_ -,~~ --. -' ,, . - ,)~ l -~~ _ 4(1,....,.. r I I 'A, \ ~ < t ,Ii\ . -. _-_ - \."11 \ t=.. ' -'-,riT10" --- --\ \ ... N--4-----I I .. -----...... ~--~~ '~Nori1~ ,,,---. i.R'Rffl '\·L-, -~:S (" P. :...r:-UtAT:0.:--:S RCV ~1!> 1P; q.P.M STATlC WA TI.R FtJc~S\;RE '" P.S.J. ( 110) I'; =w ,.A";e 'i, f:i, f>s.! ( I, , 'ii, ,I.., ,;j,lb) UESIG~. pµs1::s: ·;-d!. 30.(XJ P.S.I. LA T~cRAL L[i,'E 4.48 P.S l. ~-'AL"-i LI'I' )YS l .F. 5.45 P.S.J. KCV J.30 P.S.l. J-1\2·· llACK1-1 OW PREl'eSTER 13.00 P.S.l. l 1'1" PRESSURE REGLILSfOR __ ---MlO P.S.l. i -1/l" WA !:_ll 1,1.f"IER 290 P.SI. TOTAL PR!cSSIJR[ R[.Ql'IRED 64.00P.S.J, v;•r,!r sYMOOL ---MANUFACTLlRERMOOEL---,----·-·-oc&:;RI--PTION-------,---------__ REM'IFKS_____ --------~D_ET_A_IL~ □ EX:Sllr.(; WA1ER METER BY OTHERS. SEE CIVIL PLANS SHT ' _ -~ F EBC0 82~ y W/500 Y§ PREC'i-, .-R-E-□----+R'-''P=R=-A.:..C"-'KF=L.c.c0=-W-'--P~R-E_V_EN_l_O_R---+~1-112" BACKF LOW LIEVICE SHT __m____ Wlll<:!t'!c~500 $ERIES PRES9JRE REGULAI_OR__ ~Ur:!~5!~~-------------~~; 4. l""'!!l_ lARJTROLMC-, SERIES ~STA. ___ , AlJTOMATIC CONTc'..':cR'°'O:<=LLE-R'----1-"S='EE=-.,__Pl.AN=,__---------:-:-,:-:--=-::-::--::-:-=---->=--~--< -iYCSrhAIN< iLlAO'l'iiG ------1-'RAl=N=S'--'H_,._UT-'----"0-'---F~F-=-D-=-E-'-Vl~C-=-E __ 11t...STAL1. (~) PC::1 __ CONTR._ & PER M_FG R ~COMM. _ , _ _,__F1:n_. M_ffi _ __, e GRISWOlD 2000 SERIES --MASTER VALVE INUNE SIZE SHT 4- ~--RAINB19_Q/1"""~.§. -PRS §ER:Es REMOTE CONTROL VALVE s1;zsE1zAESNSONHOWNPOTAB'E. ACM-" THREAD ssHH~ 4 @ NELSON 7645 W/KEYS --------1>-'o"u'-",c"'K.,_CO=,cU'---PLE"'='-R'--V'-"A.,_,L:.:,V.=E __ l-'-=:=-:--==-'---:c:-::'cc=-:::'::~--------+"-'-'--"f'--l ,... '<lNG BROG. LO-TORQUE BALL VALVE INUNE SIZE -SEE SPECS. SHT GARSON OR EQUAL W/PURPLE UD VALVE BOX SEE SPEC----------------+---, DIRECT BURIAL COLOR CODED CONTRO~ WIRE-14 GUAGE TO BE INSTALL IN SL.£EVES UNDER ANY HAR:::>SCAPE --PURPLE LJNE CLASS 315 OR SCH. 40 PVC MAINLINE PVC PIPE 1" · 1 1/2" E SCH 40· 2"-2 1 /2" • CLASS 315 ---PuRPU, UNE CLASS 200 PVC LATREAL LINE PVC PIPE SE.ESPECS ----C E PAVING SlEEVE p'"vc=-P'-'-IP_.E'-')'-'-''---"-'---+"'2""x""'o"'1A..:c_"'o"'F-P,-l'°PE::-=TO-=--=B-=Ec:$:-:-Lc::E-::E'."'.V-::ED=-----------r----, =-_ -----::.--, SCH ~O PVC SLF£VE VEHI L :...--::::-..:,---_ SCH 40 PVC SLEEVE ELSEWHERE SLEEVE PVC PIPE 2 X DIA. OF PIPE TO BE SLEEVED II -+f- CHAMPION ,i;; 'Ub•~ MAN. VALVE .. (f"'T'~) 0b'-Mf'\Of.l Ii' /Y).. -tn5 A,M~ Vk:<lU/.i! e,~ FV& vL--'.U() LX('W-X-1.-1/Jff (_~) ·:=··-··-·~· ·-~:--··-~·-·-.~-----·· t-,.o, W: --~----- I"; pa, r..~ ,q ___ ;,@ ..,,Ltf.Nefl.g"IW(p,e 0) w---- ·r .--··· -----.. ·------ ---f;f, ,,,,, ., @,- ---.. ----l'i::----------1~- ' --........... --:-,.-,-, . %2~ -~ .. ~-..-, . :, . " !fil!ill.(ITION. NOTE!lf 1. 2. 3. 4. 5; 6. 7. 8 g_ THE: (RRiG.A!'°iQr-,. PLA.N IS DR.AWN DIAG¾\o\M.ATICALlY. LOCA":-E AU_ P1P;"-./G A),0 E□U:PM[NT IN PLA.NTIN~ AREAS WHERE POS5I8L.£. ALL LATERAL ENDr.UNS SHALL BE 112" DIA. SIZE UNLESS SHOW, OTMERWI~<. CC 3~ ALL REMOTE GONTROL VALVES SHALL BE INSTAcu;o u, V,,1.VE BOXES. O~E VA[JIE PER BOX REMOTE CONTROL AND OUICK COUF'UNG VAL\/E:S ADJACENT TO WALKS ANO CW."'B-SS. LOCATE ALL IF :RRIGAT•ON LINES MUST BE RUN UNDER DRIVE;WAYS. INSTALL IN PVC $cEEVES TWO (2) SIZES LARGER fHAN Pl?E SHOV,'N. USE SEPARATE SLEEVE FOR CONTROU_ER WIRE:S. ADJUST ALL HlADS TO MINIMIZE THROW ONTO WALLS. WALKS. WINDOWS, ETC. INSTALL ANTI-OR;..'~ VALVES UNDER SPRINKLER HE.ADS AS NEEDED TO PRcVE,T EAOS:ONIRUN-OFF DUE TO SITE TOPDGRAPHY. INSTAL.L SHRUB HEADS ADJACENT TO WALKS. CURBS OR PAVEMENT ON 6" POP-UP RISERS; INSTALL ALL OTHER SHRUB HEACS ON SHRUB HEAD R!SERS 6" ABOVE GRADE; INST ALL AU LAWN SPqAY HEAOS ON 4" P0P-UP RISERS. WIRING TO VALVF..S SHAL.L BE SLEEVED SEPARATE;Y FROM r-lJ\INL''E DIPE. MIN WIRE St EEVE SIZE IS 314" INCHES. INS'ALL POP-UPS WITHIN 10' OF ALL PEDESTRIAN USES RE:v:EvvE:c: Bv t--'-5}1Gk ... _ INSPECT::JF BENCHMARK: - STAN=it--.RD DISC SET FLUSH I~ EAST CORNER ON NORTH ABUTMENT Of EAS, BRIDGE APPROX, 300 FEr: SOUTH or SOJTH ENTRY TO CARcSBAD STATE PARK 40 FECT £AST OF CENTERLINE OF NOR-H BOUND CARLSE\IID BLVD ON PONTO STREf' BRIDGE NO.A7682 R(COR_; rno~ NORTH COUNTY \l(RTICAl CONTROL DATA BOOK. PAGE 135 NO. OC 0147 . 50.558 M.S.L I-----+-----+.........,·-·--·-··-··-----------DAtt lr-.irTIA.L E),t(;INE:£:R or WORK REVISION DESCRIPTION ;.---------· //_ c· \<C· -'""· \ \~ / _, -\>\ /!,0/Nb~al'T~/ - 4<:ilr __ -cF G,d,~:;,:-. &#~ ~ ' l,e'il"tJ-,p;? ,v/o-1v11,, eN.-, /" --- I ' ., .-\ ··\0·;;~-~' ---------:. . I _,; '.,,----~ \ ----------I . -_ --- , C --~·-. -I I ' ----7:, ·;:,;:i ---,___,n---., -- < \► I---<. .,._-~- \ \ I \ I / / ' i I ' i I I I \ \ I I ·APPROVED FDR PLANTING AND IRRIGATION "[]NL Y. --INCLUDING PRECISE LOCATION OF PLANTING AREAS. [JJ:~~TY OF .~~~BAD j-[~~ l,~tN PU.NS FOR: '------------------------------------------------------------·----------------------------------------------------------~------------------------------------- f".\J[E'!:\'3610'.9\91;,)91LO. 1·· 31-97 10,55,c1(l (.~, Xref~ 96Hlii... t.16i911P,;.i, 9619FGR(). %19rSTR. 9619~UTL PSC•s. 9f:19FLU! '"-~ -1-,::. -------:~:.~: -; PLANTING LEGEND .KEY TREES t:.. TRISTANIA CONFERTA 'BRISBANE BOX' • ARBUTUS UNEDO -STRAWBERRY TREE ' ------·:.,>-,, ·-~ ...... ,. ---.... _.__ ___ O,,u,A,f I : I / I I I I ■ METROSIDEROS EXCELSUS • NEW ZEALAND CHRISTMAS TREE q WASHINGTONIA ROBUST A· MEXICAN FAN PALM ,,------ \ ) WASHINGTONIA AOBUSTA-MEXICAN FAN PALM ___,, KEY SHRUBS 8 CISltl!:i.SPECIES -ROCKROSE 4 MYOPORUM LAEUTUM -N.C.N. 1 ESCALLONIA FRADESII • ESCALLONIA ~ LEPTSOPERMUM S. 'RUBY GLOW 3 LEPTSOPERMUM S. 'SNOW WHITE' 5 PHORMUIM TENEX -NEW ZEALAND FLAX 6 RHAPHIOLEPHIS S. 'SPRINGTIME' 7 l;lHUS INTEGRIFOliA -LEMONADE BERRY 9 PITTOSPORUM WHEELER I -WHEELERS DWARF 14 HIBISCUS 'HULA GIRL' HIBISCUS SMALL MASS SHRUBS 11 HEMEROCALLIS .HYBRID· GOLDEN DAYLILY 10 -AGAPANTHUS SFRICANUS -LILY OF THE NILE 15 LIMONIUM PEREZII -SEA LAVENDER GROUNDQQYEB urn-DELOSPERMA ALBA-WHITE ICEPLANT ~ CARISSA GRANDIFLORA-DWARF NATAL PALM TURF· DWAR_F MARATHON Ill -SODDED VINES 13 BOUGAINVILEA 'SAN DIEGO RED' 12 BINONIA 'CHERERE' -TRUMPET VINE --PELARGONIUM PELTATUM -IVY GERANIUM I I I f;f, ~./ I ®----- 2 ' ' -----. : ' '---,. :·· -~. 15GAL 15GAL. 24" BOX 12'BTH. 6' 6' 9' -~-/ -,..,._ ---- SPREAD 4' 3' 4' EXISTING TO BE RELOCATED />8 st\ov./1,l SGAL. SGAL. 5GAL 5 GAL. 5GAL SGAL. 5 GAL. 5 GAL SGAL. SGAL 1 GAL. 1 GAL. 1 GAL. 12" 12" 18" 18" 12" 2' 18' 12" 12" 18" 12" 12" 12" 18" __ -'::---2' :cc 18" 18" 12· 2" 18' 12" 12" 18" 12" 12" 12" .. _ _·,-3------->:c,-_ -y ;----' -------··----- ----~ ~ 1--- --~ WI NOROSE CJRCL~-r::-:--~~-:_---=~:~ --~~-~~---~-: --~----------_-:_:~= ·-1-----I ---.. _____ l _______ _ -_ --------______ I 1:: --< : : ~::p·:-:·-: :.::~-_::_ ~ -(fflBLlc) -~ =t~==i,-~~ ~::~. ···__, i o,' ' 11 F.F, ia4,Cf ------@ 10 F,F, 7o,t 0 @ ___ _ 24. Slo~~ nver 8' in wrtical height have: a) standard #1-cover crop/jutt! mesh (100% coverage) b) standard-#2 -ground cover, minlmum flattt!d s.ize (100% coverage) c) s.tar11.ioird #3 -low spreading shrubs from minimum 2 ~1~" liners (70% coverage) ct) ,11111dard #4 -trees and large shrubs from minimum 1 gallon I 1/200 SQuare feet) 25. Slopes b<l:\wen 4' and 8' in vertical height hove standard#!, #2, #3 above. ; ----'-~--I- I f", F-, '7 G,, '>-1 @ ____ - " ""' ' ' ~ GOMPA95· I----· ---··-" ~-"· a+e,, -r,'>eLE" fr ~ -n 2 ---- e,✓ ~ LlJea:) ~~ C4C. jfu.-.(&Pl: 44--l -0610 IV/ 8';<b'.c4JC,, fl'>P ,I __.--~ ,. µ~~ 1<:~"01--& \ \ l 1\'TR fJQ r;.1 W ~fJ co:z=.A"<JS:::,,ST C.oJ'.:;. -.. - ~--·- -- ----·-----· --·---·-····-···--·-··---·--------+-' -' -·------··--·-... --·-·- BASE SHEET PREPARED BY: S-BUILT " ,, BENCHMARK: I------. -.. -~---------------------------------------------- I ........ , __ _, FLATS 1 GAL 5GAL. 5GAL. 4" POTS 3' 3' 6" 18" 6"@24" 0. 24"@,18" o.c. 7';: 'i.'~I A,er,,dG Er,( >"'1C! Sui10!' 'lO"- Car,~t-o-:. Ccido·,"' 9io~(. E19-93',-/7C~ ;-<J,. t-1?-931-eoeci P,,:nr;,n,: ProceB-·"9 5._....,.~,ir,i;: ---!. ---Z·)I· ~ •• s uc G.-3,o-\b c,~'c DPE ,.s,,·:,, ai:rn, STANDA'W DISC SCT FLUSH IN EAST CORNcR ON NORTH ABlJTMENT OF EAST B~IDGE ,::;,;,:-:. APPROX. 30G FECT SOlJTH OF SOUTH ENTRY iO CAR~SBAD STATE PARK 40 fECT EAST or CENTERLINE OF NOR,H BOU~D CARLSBA'.l BLYD 0~ PON10 STREtT BRIDGE NOA78B2 Rl CORD mo,, NORTH COUNTY VERTICAL CONTROL DATA BOOK, PAGE 135 NO. OC 0147 -------<-------""" .... -···--··"·-·---····-"·'··"'-"""'-····-···-··---------+---·--··-···-_,, _______ ,_ ... --- -----+---·····-"' ·-·· -... --------------------------------t------t---- ; ···-- ---------+---+----,-----..... ---- I-----+--·---·-------------------------+ ~----+------., .. ,,, __ _ -··-"" ·----------l--•----+----------1--. . -- . -··-·------···-·---·-··"·-------------1-----1---~--- ----ill .. 1---o-•n:-+-1Nrrw:··~ ·-·------------------>--o-•r-E->--,N-ITJAL-,--+ --DAtE ------·----+----I ENGINEER o:-WO-RK REVISION DESCRIPTION OTHER APPROVAL CITY AF'PROVA.L - ' rrr" • • -'.;.-• ,-------··••"" ' 1 I I \ ' , ' i I i I ... ,,_ - ... --._./ / /r \ I I I \ \ I --- // APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE· LOCATION OF PLANTING AREAS, / /" / LANOSCAP[ PLANS FOR: PO/NS£TT/A SHOR£S AR£A B-2 . CP 94-02 ~------________ __,, __________________ ~ ELE'.'ATIJ''f 50.558 ...i.S.L -----~----------------~-----~----_,__ _____ _ ._ ____________ ., ____________________________________________ . _____________________ ----------------------------------------------------------- f ,J0£:~·\%,lJ15\~!:.19'"i..~! l-31-S7 J(r·SS·:'.:) o,.,, Xrl!'fa; 9519t"i., 9619nPCi, 9519fGRO, 9619:-srR. !;1619rur: DS.D~. Q619!t.Ol METER BOX W/METER SIDEWALK CURB- >< 0 ~ POTABU:'. SE:RVICE LIN[ 10 -~l~}~_UM TO POTABLE MAINLINE IN STREET,j, · RECLAIMED WAll:R IRRIGATION MAINLINE W/SLEEVE NOTE• VERTICLF ri_C:,\RANCE OF 12' MINIMUM IS MANDATORY WHEN CROSSING PATH Of A POlAbLE WATER LINE. INSTALLATION Of RECLAIMED WATER IRRIGATION MAll'iUNE 24· fROM FACE OF SIDEWALK WILL PRO\llLJE THE NECESSARY 10' H()R.Z ONT AL CLf.ARANCE FROM POT ABLE ~:AINLINE IN THE STREET. STREET SURFACE POTABLE MAINLINE (SEE IMf'ROVEMENT DRAWINGS) 12· MIN!MUH REQUIRED VERTICAL SEPAJRATION RECLAIMED WATER IRRIGATION MAINUN(·~···- NOTE• 3.5 FEET SLEEVE ALL RECLAIMED WATER IRRIGATION f'iP[ AND SLEEVES SHALL BE PURPLE AND LABELED AS 5FEGiFlf.D IN• STANDARD SPECIFICATIONS FOR PR.NATE IRRIGATlON SYSTEMS' "CARLcoBAD RECLAJMA TION RULES AND REGULA TION5 FOR CONSTl<:UCTION Of RECLAl'1ED WATER MA/NS' OCTOBER 19'93. N.T.S. 1. REMOTE CONTROL VALVE 2. SOLENOID 3. WATERPROOF WIRE SPLICE CONNECTORS (5(E SPECS) 4. CONTROL WIRES1 BUNDLE AND TAPE CW/ 4 FEET MIN. EXTRA WIRD 5. PVC 5Cli. 00 Lt-llON le. VALVE 60X W/ f'URPL!:'. UD 7. FVC F'RE551JRE PIPE 8 PVC SCH 80 NIPPLE CTYP.) CLE NG TH AS REQUIRED) q_ PVC $CH 40 FEHALt ADAPTER (TYP.) 10. ftllSH c.AADE (FLUSH IN TURF. 2' IN C.ROUNDCOVER) 11. UNDISTURBED/ COMPACTED $lJBC.RADE 12. EIRICK OR CONCRETE: SUPPORT$ 13. l CU. FT. MN. FEA GRAVEL 14. SEE SPECS FOR DEPTMS 15. 2' MIN. 1 l -REDUCED PRE$$URE TYPE BACKFLOW f'REVENTION DEVICE A$$EMEIL Y C5EE 5F'ECS. AND LEGEND) 2 -'(-$TRAINER CSEE SPECS. AND LEGEND) 3 -BRA$5 ELL (RE:DUCING If NECE5SARY) 4 -BRASS UNION 5 -BRASS SHORT Nlf'PLE CTYP.) G -EIRASS RISER CLENGMT AS REQURED) 7 -SEE C.M.W.D. $TD. DWG. W-20 B -PVC $CH 40 ELL CSXTXWITH SXS REDUCING EIUSHING If NECESSARY) 9 -HEie.HT PER LOCAL CODE 10 -CONCRETE FOOTl'lG c4· MIN.) 11 -COMPACT SUBGRADE 12 -FINISH GRADE 13 -,,, MN. CTYF'.) 14 -SEE SPECS. FOR DEPTHS 15 -1' MN .. 2· MAX. llc -fRESt>URE REC.ULATOR CSE[ SPECS. SET AT 00 F.SJ.) 17 l~ff;,RCMWp SIT:7. ou..w, 1F W-t,2LJ ~ e;, et, <!. fi'.'ri-tr v"F . ~IC'e'~ a-'-i"a<fe • ~ ~ ri:'l'<-~ ~ <vwrl'V( ~M"' ~ \l"(,\le -p ~ WKr'IT~. ~ (Yk--W 'f" i.!9 1,,th'c, ':l .:-8). 1-4-"'1~ L--J4e -P lffl~ -o~ FIH, 0'-0, Fe'S!Oe'tt~ ~ ~ . t-4'-!l-l ~ffl..Y L-iN6 T"' ~ .. ft'~.f,~'(Af-D '7~'7 . .__· ·- -,-•-r •••••"•'I~-••••-•-,:,-.,...... - A J __ POT_A_f3L_.[ ____ M_A_INI.IN~---~---~-~-_S:?!N~--~~T_.s_. __ +---8-... _ _PO_T_A_B_. L_E_S_, E_R_V_!C_E L_IN_E_C_R_O_S_S,iN-_~---~---1---C-----.--M-A_S __ T_E_R_G_A_T_E_V_A_L V_E ____ N_-T.-S-. --+-D--.---R-P--B-_-f-.P-_ ---------N-_T-_S-. ----1 l -Bf.LL VALVE ?. -PVC °c>CH. BO UNION 3 -fv'~ "-•Ai 40 45 DEC.KEES [LL r Si S.l ,_: vp1c.~U 4 ·· iAl.VE bOX W / ~\.)ilo: i-'!f 1 :f) j -Si10R, PVC s~,t. 60 N:'"FI,_[ r1 ;~•.1r· 1r •,_r--. REQ'D) ( i' fr)) G -P'/C PRESSURE: PIPE (Tif·' )(SEE SPEC5.) 7 -~t1p3°1 40 FEMALE ADAPTER 8 -FltllSH C.RADE IN TURF. 1' IN G.C. '1 -1 CU. Ff. (~IN.) Pt:A CRA V[c $1.Ji~f' 10 -C011"4G I t.D SUdGRA01: 1.1 -BRICK OR Cot,CRfTE SUPPORTS ON COMfll'la-ED SUBGl<ADI:'. 12 -SEE '.:>PECS FOR DEPTH r 3~--3~ 0 ..... ., ... , ... , ,,_,,, ---,_ 5Tt>.NLE55 ST[EI. EHCLOSURE Cl1FR. STRONG BOX-MOOCL NO. SB-24S5) CON !RO...LER l,'1Crt->!s B_OLTS 1/2' DIA~ 4· LON(; CADVM Ft.ACE liOC"' o!J-'GT'rl 1' (, f'LA<A;S) ~----1 1/2' X 1 1/2. X l/4' GALV. $TEEL ANGlE STIFFENER$. SECURE CONTROLLERS AND BACKEIOARD W/ CADU1 PLATED 3/1(.' $TOVE EIOU$ G PL.AGE$ HIN. SET STlfTENERS (, APART. GONTROU£R 1. REMOTE CONTROL VALVE 2. SOLENOID 3. WATERPROOF WIRE SPLICE CONNECTORS (SEE SPECS.) 4. CONTROL WIRE$1 81.JNDLE AND TAPE CW/ 4 FEET MIN EXTRA WIRE) ,;,_ VALVE BOX W/ PURPLE UD 7. t"VC NO>!-PRES'..:·!JRE P!PE B. PVC PRESSURE PIPE q PVC $CH BO N>PPLf (TYP .) CLENC.TH AS REQUIRED) 10. PVC ¾11 40 FEMALE ADAPTER (TYP.) 11. FNISH GRADE CFLUSH IN TURF. 1· IN GROLtIDCOVER) 12. PVC SCH 40 TEE , :,$$) OR E:LL CSS) ON HAINLINE 13. UNO:STLJRB[D/ COMPACTED S!JElr~RADE 14. BR>CK OR C.ONCRfTE S'.JPf'ORTS 15. l CU. FT. :-',N. PE:A GRAVEL 1G. SEE SPECS FOR DEPTHS 17. 2' MIN. H=~----j@ f2tt:~rtr~wJ~ilJ.;_---{,4 I H-+--f+-f-----.@ 7 __ ,, m-11 -111 r G' TYPICAL 1 -CLEAN BAGKFlLL -SfE SPECS. FOR !•A TERIAL. 907. COMPACTION REOURED 2 -NO~-PRE'."oSlJRE L \;'fl?,AL LIN[ SNAKE PIF'E IN TRENCH 3 -GONTROL WIRE2, -BUl'"LE A'ID TAPE AT 10 O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE 4 -PROvtDE 2' OF CLEAN flAGKFlLL 5 -PRESSURE SUPPLY UNE SNAKE PIF'E IN TRENCH G -FINISH GRADE NOTE• PIGTAIL AND LOOP CONTROL WIRE AT ALL 'lO degsee CliANC.E S IN DIRECTION. -i i t ------C/h,1flq-! 1f ,p,J·d73> Vr'til.l's.,, VK.J,1,9 MANUAL VALVE E BALL VALVE -~N. T -S.---+-_F~ _!~~-= . _C_ONTR OLLER c~_ED~_M_O_U_NTED )_---+-<LLR_.c_._V -___________ N._T ___ s __ --+-H _ _.____TR __ E_N_C_H_IN_G ________ N_. T_. s_ . .........J f1NI SH GRADE 1 -· ,.:-iL:.i....K {>_\JFLt:~. 2 --Q:JlCK cr_;ut \ ... t:~ KE { 3 · V i\L VE llOX(S(E SPtC5.)W/rtif'IWuP 4 -·1 CU, fT. GONC>'f: n~ (>LJf"r"\_.1Rf :, -FVC SCH. 40 ELL C 5UF X FIPD <o -FVC f'RfSSU<?,[ PIPE 'Sff'. Sf'ECS.) 7 -5RJCK OR GONCRETE SUPPORTS CTYP.) @ B -1 GU. fT. 1_MN.J t'EA GkAVEL SUMP '9 ·-FLUSH 1H TURF ARE:At>. 2" IN GROWD COVER AREAS lJ -UNDISTURED OR COMPACTED SUBGRAOE 11 -· ,e,· DE:L<..>W FINIS!i GRADE 12 -f'VC 501. 80 NIPPLE 1.3 -G· TO 12· MAX. FROM EDGE OF C-URB5. WALKS. ETC. H< •IE• Rt'Gi_A,i itO QUICK COUi'l.ER SHALl BE DiffTRENT AND 511ALL NOT f!E INTERCHANGEABLE WITH POTABLE WATER fl rTll'l[,S I QUICK COUPLER N.T.S. l - 2 - 1 .3 <D-· 4 - t.3 5 - 0 c;; - 7 - (1)- e - J POP-UP POP-UP 5f'RAY HEAD SWNG JONT ASSEHBL Y (1 SCH W NIPPLE AND 3 MARLEX ST. ELLS) ANGL!:'. WILL VARY WITH HEIGHT OF, POP-UP BODY PVC c--C-H 1,0 iEE ("'f•T) or ELL CST) f'VC NONPR(S51JCT LNE: 2· Mt-.X. FROM CURBS. WALKS. ETC. AT FINISH GRADE IN TURF AREAS, 1' iN SHRU5 A~EA'c, SEE SPECS. FOR DEPTH N.T.S. K ft)>----- l -SHRUB SPRAY HEAD W/ ADAPTER (ADJ.JS T RISER PERPENDICULAR T 0 SLOPE) 2 -ANTI-DRAIN $PRING CHECK VAILVE. 3 -PVC SCH. W RISER/ NIPPLE CTYP.) CLENGTii AS REQLIRED) 4 -SEE 5PEC5. FOR f.>EPTM 5 -SWtlG JONT ASSEMBLY (2 MAR.LEX ST. ELLS) G -10· HIN. FROM Fll'fSH GRADE 7 -PVC NONPRES5URE CLATER.AL) LINE (SEE SPECS.) 8 -PVC SCH 40 TEE ($$ T) OR ELL (5 T 9 -G' -fl' FROM HEAD[R. [TC. l O -11'4 REBAR W/ GALV. CLAMPS. SPRA YHEAD ON RISER N.T.S. BENCHMARK: DESCR!f'TlON• STANDARD DISC SCT FLUSH IN EAST CORNER ON NOR'rn ABUTMENT OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOUTH OF SOlJTH ENTRY TO CARLSBAD STATE PARK 40 FEET EAST OF COOERtJNE OF ~ORl]j BOUND CARLSBAD BLVD. ON PONTO SlREIT BRIDGE NO. A78B2 RECORD FROM: NQRl]j COUh'TY VERTIC>J.. CONTROi.. DATA BOOK, PAGE 135 NO. OC 0147 DATE: El.EVATION: 50.~ DATUM: M.S.L ~TE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED FOR ATMOSPHERIC VACUUM BREAKER PLANTING TESIIlMA DESIGN GROUP lANDS('...f,.ff ARCHlIBCilJRE LAND FLANNINO 9'Cl3 BU!IINB&"All. AVE. 8UIJE C SANOOlOO,CA9D ~ (Ci8I cm-8ID4 FAX1 (Ci8I &Hl!t2 PROJECT NO. 9G-019.10 DATE• "AS-BUILT " AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I SH~IT I CITY OF CARLSBAD m PLANNING DEPART'-lENT 8 JRRJGATl□N DETAILS FOR, POINSETTIA SHORES ~8-2 CARLSBAD CALFORMI• APPROVED ;1)::;5:tl? J,;J!:-f7 ASSISTANT PLANNING DIRECTOR DATE DWN BY: PROJECT NO. DRAWING NO. OI\TE INrTIAI.. ~TE JNITW. CHKD BY: OTHER APPRCNl<J.. CllY APPP:<:Nl<J.. RVWD BY: c. f. C::,4--ol ?452-.f.L • f'INIS/1 GRADE: .,,.,.----_•4 ---(j) {-:.JJ;;tf~r--® ~rm11'~r--79 ~ +-~2_~~LL DIA0j SEC, TION PLAN -E . l GROUN-DCOV[_R ______ _ ·-··-------- 1 -12 GAUGE Mff'I. GAL V. WIRE C3 fi1EQ'D.) 2 -4· LONG CMIN.) WHITE: PLASTIC Tll!llNG C1 PER GUY WIRD. 3 -H05[ COVE:R5 OR TREE: T1[5 4 -I:, SQ X 1,;; · CONC. BLOCK DEADMAN 5 -(,0 D[GREE MAX. (, -TREE TRL.t-lK 7 -PLANTING BACKFILL Cf". IDDL[ + 5ETTLE:) PLANT AT FINISH GRADE e -ROOTtlALL 9 -PLANT T ABLE:TS 10 -SLOPE 11 -(,' WATEJ'jNG BERM 12 -EAR TH BERM EXC[PT r; IRRIGA TE:D TURF AREA 5 1 -2· 2 -PREPARED SOIL 3 -FINISH GR.ADE OR \\'ALK 4 -!:>EE PLANT LEGEND 5 -CONC,R[H: HCW SHtJP N.T.S. "' ::,·-:y 9 "' b ... i:r -----1 --4 11 F ViNE l -(2) 2' DIA. X 10' LONG LODG.D'OLE: P1N( 5 TAKES. f'f:RPENDICU.AR T 0 f'l<EV Al.NC. WINDS. 2 -VJ.T. 'GINGtt Til:S', OR EQUAL. WRAP AROUND TRUNI'(. NAL EACH END TO EACH STAKE. 3 -Tl<E:E: TRUNK 4 -CUT TOP SECTION Off Of STAKE DAMAC.l:D !JY HAMME:RING. . 5 -1· X 4" Cf':OSSTI[ ,;, -ROOT !JALL !JAGKFU F1.JDDL[ AND SE:TTLE:. SET TREE 2' ABOVE FIN. C.R. 7 -ROOTBALL e, -2 X ROOT!JALL DIAMETD! "I -:>LOPE BOTTOM TO DRAN 10 -i,;• WATERNG BA~. EXCEPT r; LAWN AREA!:>. Rf:HOVE AFTER MAINT. PD. 11 -FNSH ~ 12 -FLAHT TABLET!:> (:Y BELOW GRADE) 13 -PLACE STAKE!:> OUT!:>IDE Of ROOTBALL. OFFSET FROM TRLN<: 3'. 15 GALLON N.T.S. C 1 -PALM 2 -FINISH GRADE 3 -PLANT TABLETS 4 -ROOTflALL 5 -flACKFILL 1007. WASHED PLASTER SAND (, -12' MINUHUM 7 -2 X ROOTBALL NOTE• ALL BACKFU TO BE WATER JETTED DLRING PLANTt-lG FOR MAXJIVM STABILITY. PALM N.T.S. -----------·······------t----~-------------------- 1 -WALi. OR POST 2 -CCfiCRET[ fOOTIN:::. 3 -SPREAD ON WALL + SECURE 4 -REMOVE NURSERY STAKE 5 -SET ROOTBALL TIGHT TO FOOTNG. REMOVE ANY EXGE5S GONCRETE (, -G" WATERING BERM 7 -fi',ISHED GRADE e -PLAN ftK, TABLET 9 -PLANTt-lG BACKfU (PUDDLE: + St:l TLE TO SET PLANT AT FINISHED GRADf") 10 -1 X ROOTBALL DEPTH 11 -2 X ROOTBALL DIAMETER N.T.S. G NOTE• ROOT BARRIERS -------------HARDSCAft ,--.--+-+-----+--111!. TURF 2l@ SHRUB .---SOIL BACKFILL t'lX SH ALL BE r; ST ALllD WHEN TREE IS WITH-ti 10' Of' ANY HARD¼APE AND SHALL BE t,ISTALLED ADJACENT BIO-BARRl!:R AVAUABLE • BUTLER'S l'1LL TO Tr1[ HARDSCAPE ONLY PER THE HANIJF 5PECITTCA TION5- 1 -10 RAOIJS 2 -TREE TRUNK 3 -BIO-BARRIER SAN DIEGO. CA CGl"I) 2G3-G181 4 -EDGE OF HARDSCAF'E CCURB. PAVING. PAD. ETC.) 5 -5'-0' WHtl"i TREE IS PLANTE:D AS 15 GALLON '.'>2.E 10·-o· WHcN TREE IS PLANTED AS 24· + 3G" BOX SIZE ROOTBARRIER N.T.S. D H ,,,___ ___ CD :I _, . ..--~tc.LJ.µ:r.~,L.l½_="-------1-41 :, 1 SHRUB 2 ROOTBALL 3 SLOPE B PLANTING BACKFILL (PUDDLE + !:>ETTLE PLANT AT FIN. GRADE). 4 G" MIN. 't TOP OF CURB. PLANTER. 5 2 X ROOTBALL DIA. G WATERING BA51N OF REQ'D.) 7 PLANT TAEILETS CY EIELOW GRADE) SHRUB OR PAVING. 10 FIN. GRADE AT SLOPE CAS REQ'D.) 11 FIN GRADE AT EXISTING SLOPE CAS REQ"D) IQ. 0 11 Mli-J. 0 1 -rt4SH GV>-:)E !ti G~OLJNDCOVE:R AREA 3 -1/2 · kADUi, nn·'lCA:.) 5 -#~ l<EBAR GONT. CLAP 12· AT 5PLICES) (, -957. GOHPAC TED 51JBGRADE 7 -3' t--1~. AWAY FROM HARDSCAPE: CONG. MOWCURB N. T. S. N.T.S_ ------·-------~----~-----·-·"--···--------------~ BENCHMARK: DESCRIPTION· STN<rAAO DISC SET FLUSH IN WT CORNER ' 00 NORTrl ABlJTMElff OF EAST BRIDGE LOCATION: APPROX. 300 FEET SOlJTI-i OF sourn EN1RY TO CARLSBAD STATE PARK 40 FEET EAST OF CENTERLINE OF NORTH 80\JND CARLSBAD BLVD. ON PONTO STREET BRl{X;E NO. A78B2 RECORD Fl<OM: NORTJj COUNTY \IERTlc.Al CONTROL DATA BOOK, PAGE 135 NO. OC 0147 DATE: ELEVATION: 50.558 DATLl,A: M.S.L DATE INITl'.I. ENGINEER Of WORK REVISION DESCRIPTION APPROVED FDR PLANTING TESIIlMA DESIGN GROUP l.ANDSCAPE ARCHlTEC'nJRE IAND PlANNING 9903 llU'SINllll!PAJOC AVE., SUJJ1! C s.;,N :omoo, CA 921.11 ~ (61!/) ~ PAX! (61!/) 69.HW PROJECT NO-<tG-019.10 DATE• "AS-BUILT " AND IRRIGATION □NL Y. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING -REVIEWED BY: AREAS. INSPECTOR DATE I SH:~T I CITY OF CARLSBAD I SHEETS I PLANNING DEPARTMENT 8 - LANDSCAPING DETAILS FOR, -~ ' I POINSETTIA SHORES HM B-2 CARLSBAD CALIFORNIA APPROVED /✓~ J.?S-77 t.SSl5TANT PI..AJ<lNING DIRECTOR DATE DWN BY: PROJECT NO. I DRAWING NO., IYITE INrTW. IYITE INrnAL CHKD BY: OTl-lER N'PRCJvl'I... CITY APPROV,4,L, RVWD BY: C,P. 14-0>z. i '6'2p 4J.. I Note: CMVtl:)'S Reclaimed Water Irrigation Specs. Tokes precedence over these specs. SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 ore on added port of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A. The work includes all services, labor. materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section os fully as If repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all Irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating Instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions. for a period of one (1) year from dote of flnal acceptance -at conclusion of the Maintenance Period -on complete water Irrigation system, including nonsettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all . coses where observation of s~rinkler system work is required and/or where portions of work ore specified to be performed under direction and/or observation of Architect or his representative, Contractor shall notify Architect at least three (3) working days in advance of lime such inspection and/or direction is required. B. Observation will be required for the following parts of the work: 1. Upon lnstollotlon and testing of sleeves, main lines, and lateral llnes(Clty Inspector must inspect & □prove also); when pipes ore laid and ore to be submitted to pressure tests. Do not cover any lines until they hove been observed and approved. 2. Upon installation and testing of valves, quick couplers, backfiow preventer device, automatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the same time as final observation of the landscape work. 1 06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period of four hours. All testing shall be in the presence of the Architect. Approval shall be received before backfilling any trench, Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWINGS: A. Before final acceptance of work, Contractor shall provide a record set of drawings showing sprinkler s~tem work. 1. Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. 4. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that partlculor controller. All valves shall be numbered to match. operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot pion, entire or partial, showing building, walks, roods and walls. A photostatic print of this pion, reduced as necessary and legible in all details, shall be mode to a size that will fi~ Into the controller cover. This print shall be approved t>y the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. 5. ln:,mediately upon installation of any buried pipe or equipment, Contractor shall indicate on the drow,ngs locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewelks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Co~e Req_uirements sh_oH t>e those of Sto_te and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications not conflicting therewith but exceeding the Code Requirements shall govern, unless written ' permission to the contrary is granted by the District. B. Extreme care shall be exercised In excavating and working In the area due to existing utllltles. Contractor shall be responsible for damages caused t>y his operations. C. Connections shall be made at approximately locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. D. Landscape headers and mawing strips shall be In place before Installation of sprinkler system. E. Scaled dimensions ore approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan locations of sub surfoce lines, valves, controller and pipe lines are diagrammatic and Indicate the spacing and relative locations of all Installations. G. All lines shall have minimum clearance of six (6) inches from each other, and from lines of other trodes. Parallel lines shall not be Installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide oil flanges, adopters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, in writing from Owner. Contractor shall receive instructions from Owner, as to the exact length of time of each shut-off. K. Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe Fittings: All burled prlvete piping In the reclaimed water system shall be Installed with warning tape identifying it as reclaimed water with the exception of Intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long as it is apparent, due to line size and location as determined solely be the District Engineer of Inspector, that the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted in con;.mction with warning tape. (a) Pressure mainline piping for sizes 2" and larger shall be PVC Closs 315, and shall be purple. (b) Pipe shall be mode from on NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "D1784". All pipe must meet requirements as set forth in Federal Specifications PS-22-7D, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe shall be mode from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth In Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure D2466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and Installation methods prescribed by the manufacturer. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Nome 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Dote of Extrusion (h) All fittings shall bear the manufacturer's name af trademark material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. • A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe in at least three places In a 13-foot section of pipe (total of six places per section of pipe). All pipe shall hove stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" in 5/8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping ( a) Non-pressure buried lateral line piping shall be PVC doss 200 with solvent-weld joints, and shall be purple. (b) Pipe shall be mode from NSF approved, Type 1, Grode 11 PVC compound conforming to ASTM Specifications "D1784". All pipe must meet requirements set forth In Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. (c) Except os noted in Paragraphs (a) and (b) of Section 2.01.A.l(a) and (b), all requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01 .A.1 of these specifications (Primer not required). ' All unsized end run later lines shall be 3/4" PIPE. 3. Polyvinyl Chloride Pipe Fittings ond Connections: Type II, Grade 1, Schedule 40, high Impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following Information; Nominal pipe size, type ond schedule of moterlol, and National Sanitation Foundation (NSF) seol of approval. PVC fitting shall conform to ASTM D2464 and D2466. C. Automatic Control Wire: 1. Electric wiring running from Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch Insulation, 4/64 inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be white. D. Automatic Controller: 1. Controller shall be furnished and Installed complete with all water, electrical and drainage services, ready for operolion. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shell have a minimum stations os shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt. 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated Independently In any 24 hours. 6. Stations shall be adj.Jstable from 1 to 59 minutes. 7. Control panel shall t>e removable plug-In type. 8. Mechanism shall be housed In sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contolned within one protecting cover. E. Control Valves: 1. Remote Control Valves shall be of all Plastic body. Valve shall be provided with on odj.Jstable flow control stem and shall be operable manually without electricity. F. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11· rectangular box manufactured by Carson Industries #14129-12B with purple bolt down cover or approved equal. 2. For ball valve: 10" x 10'1/4" round, Carson Industries #910-12B with purple bolt cover or approved equal. Extension sleeve to be PVC-6" minimum size. G. Sprinkler Heads shall be as required on the drawings or approved equal. I. Boll Valves: 1. Ball valve 1 inch size to 2 inch size shall meet ASTM standards with seals which are self adjusting to compensate wear. Ball valves shall hove molded micro-finish boll with low torque requirements to operate unit manually. Boll valve shall hove a patented feature -"Preloaded" stem seol and impact resistant handles. 2. Product: 1 • -2· size (King Bros. Lo-torque ball valve models Lt. size (King Bros. Block true union boll valve models Valencia. California (800)541-2672 or (805)257-3262. J. Concrete footings shall be 2,000 psi concrete at 28 days. K. Bockflll shall be clean fill soil. 1000-t thru Lt.2000-t) 2" -4• 91384 Phone: L. Contractor shall provide to the Owner; 1. Two (2) Control Valve keys. 2. Two (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. M. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stoke all work end obtain approval of Architect before installations. B. Install and extend system as shown on drawings, and as necessary to carry out the intent of Drawings and Specifications. C. Locate lines, valves ond other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches; 1. ~xcovote _trenches, prepare subgrade, and backflll to line and grade with sufficient room for pipe fittings, testing and Inspecting operations. Do not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyethylene Distribution tubing: Distribution tubing shall be cut Into lengths that will ellow tubing to loy in a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes into contact with emitter body at base of barb. 3. Trenching through areas where topsoil hos been spread: (o) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) inch in diameter, debris, and litter, prior to use as backfill where so Indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not cover any lines until they have been Inspected and approved for tightness, quality of workmanship and materials. 6. Bockflll trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills until 90% compaction hos been achieved. 7. Backfill material shall be approved soll, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported in a vehicle with a bed long enough to ellow length of pipe to loy flat so os not to be subjected to undue bending or concentrated external load at any point. 3. Any pipe that hos been dented or damaged shall be discorded until such dented or damaged section is cut and rejoined with o coupling. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe e~ds and fittings shall be wiped with MEK, or equal, before welding solvent is applied. Welded Joints shall be given a minimum of 15 minutes ta set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for Inspection during testing. 8. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours hos elapsed for solvent weld setting and curing. 9. Plastic to metal joints; Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be Installed as per detail. TESIDMA DFSIGN GROUP lANil9CAPE ARalm!CilJltE LAND PL\NNINO 11918 IUIINl!S'JPAll AVB. lllllI1! C SAN Dll!GO, CA. 9.D: ~ (1119) (il'J 1124 FAX1 (619) lm-llB2 C. Remote Control Wiring: 1. Direct Burial Control wire sizes; As shown and specified herein before. 2. P~ovide one control wire and _one common ground wire to service eech valve in system. Prnv1de 4-foot minimum expansion loop ot eech valve to permit removal ond mo1ntenance of valves. 3, Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. ( 4) Tope completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be Installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be mode within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall e In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contra7tor ~hall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as required, 1n order to complete this installation. A disconnect switch shall be included. 4. Controller shall have a master switch. It shall be possible to operate each valve manually, independent of clock of any other valve. F. Valve Box; 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. G. Sprinkler Heeds: 1. All sprinkler heads shall be installed os per details shown. 2. _Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done ofter the system has been thoroughly tested, immediately after written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers os Indicated an drawings and as directed. Set ail valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Boll Valves: 1. Install where shown as detailed. J. Bockfiow Preventer: 1. Bockfiow preventer assembly shall be installed in accord with manufacturer's specifications located and as directed on drawings, and shall conform to all applicable code and ordlnonc~ requirements. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regulator if needed shall be installed as per drawings and detail Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be installed in the riser assemblies of all sprinkler heads that do not have manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs in shrub planting areas. Install quick couples valves no further and 170' apart. N. Sleeving: 1. Crossing of roods with irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves sholl be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under other asphalt concrete or Portland concrete improvements (other than roads) shall be Installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve sizes for Irrigation lines shall be a minimum of two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent Improvements shall be Installed in separate PVC sleeves and corresponding to type and depth as specified on L-1. and L-2. 3.03 CLEAN-UP; A. As project progresses, Contractor shall maintain unsightly debris as necessary. After completion of debris and containers used in accompllshlng work. asphalt, ond concrete areas adjacent to plantings. all areas in a neat manner and remove the project, Contractor sholl remove all He shall sweep and cleen all sidewalks, "AS-BUILT " APPROVED FDR PLANTING AND IR RIGA TI □N □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. P.(. __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE ~----1--t------------+----l---l----~f------l I sH8EET I CITY OF CARLSBAD I SH8EETS I PLANNING DEPARTMENT ~=:'....::::======::::::::::::::========~=~ ll Signature )t Ren Date ---✓' Dote / ~/If ,,~,~ ~ C,t,L.lfO"', INITIAL ENGINEER OF WORK DATE O,,.TE INrtlAL REVISION DESCRIPTION OTMER N'PRO\/Al. CITY N'PRO\/AL IRRIGATION SPECIFICATIONS FOR, POINSETTIA SHORES AREA B-2 ~AD -CALIFORNIA APPROVED /~ 7.,;zs-7 7 ASSISTANT PLANNING DIRECTOR DATE OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: CP 94-02 362-4L RVWD BY: C1\JOBS\ 921016 \OUT\ TESHIMA \ TESHl 12-10-96 2•34142 pM PST C.M.W.D. SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings ond General Provisions of Contract, including General ond Su.pplem".n\ary conditions ond Division 1 Specification sections apply to work of th,s section, and must be fully considered in connection therewith. 1 .02 SCOPE A. The work Includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein ond os required to complete properly the con\roc\. 8. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTAL$ A. See requirements in General Conditions, and Section 01340. 8. Contractor shall submit a typewritten list with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quon\ities of eoch. 1.04 DEFINITIONS OF TERMS A. "Planting Areo" shall mean all oreos ta be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gollon size and larger) shall be guaranteed to live and_ grow in ~ea_lthy condition during the agreed upon 90 day maintenance period or until final acceptance (3.20 Part B). Plant material will continue to be guaranteed far one (1) year. B. Plant material smaller than 15-gallon size: Sholl be guaranteed to live and grow in vigorous healthy upright condition for o minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy ond in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the some kind and size as specified In the plant l,st. They shall be furnished, planted and fertilized as originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with ony work, the Contr?ctar ~holl c?refully check and verify ol\ dimensions, quantities, ond grode elevations, and shall 1mmed1ately inform the Landscape Architect of any discreponcies. 8. Prior. to the excavation for pl,a,ntin~ or placing of plant materials, the Contractor shall verify the loc~tion of oil underground utility lines and other improvements, ond take proper precautions to avoid dom'?ge to such Improvements. In the event of conflict between such Improvements ond plant locotIons. the Contractor shall notify the Landscape Architect, and arrangements will be mode for relocotion as necessary. Failure to follow this procedure pieces upon the Contractor the responsibility for making any and all repairs far damage resulting from work os herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the cons~ructlon and maintenance period, the Contractor shall toke every precaution to protect and ovoid damage to sprinkler heads, irrigation lines, drainage lines, ond all other underground facilities and all paving, structures, fixtures, ond existing plantings. The Contractor shall_ be held responsible for any and all damage to such Improvements and shall completely repair or replace the some at no cost ta the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All chang·es and deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. B. The Contractor shall be available on call to make o joint observation with the engineer. The Contractor s.holl have sufficient work personnel available during normal working hours to correct def1c1enc1es 1mmed1ately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference of regular project schedule. C. Plants shall be subject to opprovol. by the Ow_ner's Representative at the ploce of growth ond/or upon del.1very to th.e site far quality, size_ and variety. Such approval shall not Impair the right of abservat1an and reJect1on at the site during progress of work far size, condition of root boll latent .defects, or injuries. Rejected plants shall be removed immediately from the site, unl~ss otherwise opproved by the Londscope Architect. D. Site observations herein specified shall be made by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation ot least 48 hours In advance of an observotion. An observation will be made by the Landscope Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site ot the time of each abservotion. The Contractor will not be permitted ta initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meetlng(Clty Inspector to attend also): Immediately prior to the c'?mmenceme~t of work of this section, Contractor shall receive approval of moter1ols and equipment ta used, and methods of installation. 2. Incorporation of sail conditioning ond fertilizing into the soil: Sail tests performed by the laboratory licensed shall be submitted and paid for by the Contractor for ogrlculturol suitobillty and approved by the Landscape Architect once rough grading has been completed and prior to installing any plant material. ' 3. Upon the completion of finish grading and mow curbs layout in the field, but prior to mow curb Installation. 4. Approvol of oil plant material quality. 5. Layout of pion\ material. 6. Pre~molntenonce_ observation: When planting and all other Indicated or specified work, except the Maintenance Period, hos been completed. Acceptance and written approval sholl establish beginning of the Maintenance Period. this is not o finol observation or occeptonce, ond it does not relieve the Contractor from any of the responslblllties in the contract documents for this project. 7. Final site observation at the completion of the specified maintenance period. This observation shall establish the beginning dote for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section the Con\rac\ar will be notified in writing (1) whether the work is acceptable and (2) of an/ requirements necessary for completion an.d acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity to suspend the work wholly, or in part, for such period or periods as he moy deem necessary due to unsultoble weather. or such other conditions as ore considered unfavorable for the reasonoble performance of the work, or for such time as is necessary due to the failure on the port of the Con\roctor to corry out orders given or to perform ony or all provisions of the contract. 8. If It shoul_d become necessary to stop work for an Indefinite period, the Contractor shall store all materials in such a manner that they. will not became an obstruction nor become damaged in any woy, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover oil open excavations and shall provide suitable drainage by opening ditches, planting pits, etc .. and erect temporary structures where necessary. C. Ora.ding. soil P.reparation. and planting work shall be performed only during periods when benefic1ol and optimum results may be obtained. If the moisture content of the soil should reach a level that working It would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect sholl be furnished with duplicate signed, legible copies of ce~tlflcat_e_s and/o~ lnval<?<:S stating the brand, grade. amount and quantity of each Item for all sail, fertilizers, soil cond1t1oners, plans and other materials. 'THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY 'THE ENGINEER. 8. The Contractor shall notify the Landscape Architect In odvonce when all moterlols are to be delivered and the manner of shipment, and shall furnish therewith an itemized list in duplicate of the actual quantity of material in each delivery, in order to ensure satisfoctor/ coordination' of delh'.ery, and to expedl~e the required Inspection at the point of delivery. The Itemized list, in duplicate, for each delivery of plant materiol shall include invoices certifying that subject material hos _been inspected as required by the State Agricultural Code prior to acceptance or planting. Portic~lor care, _using approved equipment, shall be exercised to ensure sofe loading, unlood1ng, sh1pp1ng and hahdl1ng far all plontings from source to in-place locations indicoted an the drawings. 1.11 PLANT MA TE RIALS A. Quantities for pion\ materials ore shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number ta fulfill Intent of drawings. 1.12 INVOICE OF MA TE RIALS . A.. U~on deliv~ry of ma~erials and/or completion of all soil conditioning and grading, but prior to 1nit1ating planbng operations, the Landscape Architect with the heretofore specified signed cop,es of required cer~ificates, trip slips and invoices for soil preporatlon materials, shall Invoice such material, comparing the total quantities of each material furnished against the total area ta each_ operation. If the minimum rotes of applicotion hove not been met, the Landscope Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. B. After Installation of plant materials, but prior to the pre-maintenance site observation the Landscape Architect. with the heretofore specified signed copies of the required certificate~ and related items, shall in\/Oice such material, comparing the total area and/or the amounts spec_lfied. If the minimum omounts hove not been furnished, the Landscape Architect will require the instollation of additional materials to fulfill the minimum requirements specified. C. A sompl~ of the soil amendments shall be dellvere~ to the Landscape Architect within 15 doys ofter recording of the c~,ntract for submittal to a testing laboratory. along with specifications of each product. Af~er soil amendments have been thoroughly mixed into the site, random somples of the mixed soil will be token by the engineer and submitted to the soil loborotory for comparison to a control mix. Cost of the above testing by the sails laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the Intent of the project that certain areas of the existing pion\ materials shall be retained. Prior to the removol of any trees, the Contractor shall confer with the Landscape Architect to determine those plonts that are to remoin. B. All existing trees which are to remain in the project shall be tagged and Identified by the Contractor prior ta start of work. C. Contractor shall be responsible for all trees that are to remain in the project. Damoge to a plant '!'hlch ,results In death or pei:manent disflguration shall result In the complete removal of the plont, 1nclud1ng roots, from the site by the Contractor. The Contractor at his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the (!wner the cost of said replacement If a replacement cannot be obtained. The Landscape Architect shall be the sale judge of the condition of the plant. D. _All existing trees that are to remoln shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, c~m:9nt, oil, ~urpentlne, acid or the like, be deposited or allowed to be deposited on any soll w1th1n the d~1pl1ne (the outside edge ?f f?liage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such po1sonIng of the soil occur, the Contractor shall remove said so,I as directed by the Landscope Architect and replace It with acceptable soil at no expense to the Owner. F. ~xc.avatian ~dj,acent to existing trees and shrubs: Where it is necessary to excavate in close prox1m1ty to existing trees and shrubs, oil possible caution shall be exercised to o\/Oid injury to roots and trunk. Excavation close to trees shall be by hand tunneling under roots 2• ond larger in di?meter. ~utting of root~ 2• and larger sh.al.I _be only an' t~e approval of th~ Landscape Architect. Paint cut roots within 24 hours of initial damoge with approved pruning paint. When this Is not possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, opproved, and first grade quality and sholl be in prime condition when Installed and accepted. All commercially processed and/or packaged materials shall be delivered to the site in the original unopened contoiners bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER A. Shall be a. wood residual product derived from shavings of redwood, white fir and/or red fir, or _cedar s~av1n~s. Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with on ash content not ta exceed 15%. A commercial grode product shall be used. Contractor shall supply Landscape Architect or his oppolnted representotive with a sample of the proposed amendment accompanied by o laboratory onalysis from on approved laboratory illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#- Amm_onloc nitrogen = 1.0%. pH (less than_ 6.8): Salinity (totol soluble salts = 3.0 MMHO). Density = 20~ ~u.ft. Pro~ertIes = (gradation sieve size) -No. 6 -95% minimum passing; No. 8-80% mIn1mum passing; No. 35 -30% minimum passing. Wetability -to be in compliance with stondords as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Co S04 -H20) calcium sulfate product -94.3%. 90% shall poss a 50 mesh screen. Chemical reaction will remove Sodium attached to sail particles. Gypsum also loosens heavy cloy soils through electro-chemical action. Control of dust during application is mandatory. Sholl be U.S. Gypsum. Dolmor, Sof'N'Soil, or Bondlnl, if not available. sholl be equal ta. C. Sulfur (Soll) -Shall be elemental sulfur (99.5%) commercially prepared so that 46.9% passes a 50 mesh screen. Shall be WII-Gro, Union Chemicals or Baker Industries, If not avollable, shall be equal ta. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on a 1 O mesh screen. Shall be WIison & Geo. Meyer, WII-Gro, or Bandlni. If not available, shall be equol to. ~-Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer with-1% nitrogen, 10% phosphorous pentioxide and 10% potassium sulfate. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphaspha\e and Cottonseed Meal. Potash from sulfate of Potosh and Cottonseed Meol. Screen analysis: % retained on stocked screen-approximately 8-mesh 24.2%; 20-mesh 75.2%; 48 -mesh 0.2%. Available percentage weight of plont food: Nitrogen Phosphoric acid Potash 1.0% min. 10.0% min. 10.0% min. Sholl be WII-Gro, Bondin! or Kellogg. If not available, shall be equal to. F. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be o combinotion of naturol organic and inorganic granular fertilizers, free-flowing, suitoble for application with approved equipment and sholl contain the following minimum available percentages by weight of plant food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8. 75% Woter Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% Organic Nitrogen is derived from Urea and Cottonseed Meol. Phosphote from Superphosphote and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Colcium from Superphosphate, Iron from Ferrous Sulfote and mixed Sulfides. Zinc and Manganese are expressed as me\ollic and in their elemental form. Screen analysis: (% retained) -approximately. 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Shall be WII-Gro Fairway, Bandin!, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade plonting tablets, of vorying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric Potash acid 20.0% min. 10.0% min. 5.0% min. Sholl be Agriform or Gro-Power. If not avoiloble, shell be equal to. **H. Queen Palms to receive palms and tropical humus fertilizer by Gro-Power. TFSHIMA DESIGN GROUP LANDSCAPB ARCHrl1!CllJRE IAND FIANNINO !l!llB IIUSINl!8SPARK. AV&, SUll1! C MNm!CJO,CA.92131 11!U!l'IDa!I -/RI 8ll'M FAX1 (fifJ) IRHl82 2.03 CAPILLARY PLANTING SOIL FOR PLANTERS A. Exterior capillary planter sail shall contain a mixture of long fiber sphagnum peat moss ground fir ~ark, composted redwood, sond, and wetting agent and a professional nutrient ' formula. S01I shall be of the following physicol properties: Density Wt/Cu. Ft. Dry Bosis22.2 Lbs. Total Porosity Dry Basis by Volume81.2% Air Space ot Field Capacity by Volume (6" Container)20.2% Available Water at Field Capacity (6" Con\ainer)35.0% pH6.0 Eco3.5 2.04 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application is for bidding purposes only. Sail test may reduce or increase total soil ymdage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments ot the following mixtures: Sail Amendmen\1 /2 c.y. Stock Piled site soil 1 /2 c.y. Gypsum5 lbs. per /cu/yd. of mix Sulfur (soil)1 lbs. per /cu/yd. of mix Iran Sulfote1 lbs. per /cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.05 EARTI-1 MOUNDS A. All s'?ils for earth mounds shall be as opproved by the Londscope Architect. Somples shall be submitted before site delivery. Londscape Architect shall approve oil grading prior to final placement of any plant materials. 2.06 PLANT MATERIALS A. Nomenclature: Scientific and common nomes of plon\s herein specified sholl conform with the appro~ed ~ames gl~en i~ •a checklist of Woody Ornamental Plonts of California," published by th~ Un1vers1ty of Coilforn10, College of Agriculture, Manual 32 (1963). See list of plant material on drawings. B. Lobeling: Eo<:h group of pion\ material~ d<:livered on site shall be clearly labeled os ta species and variety. However, f,nal determination of plant species ond variety will be made by the Landscape Architect and whose decision will be final. All patented plants (cultivor) required by the plant list sholl be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Con\oiner St,ock: Shall have grown in containers for at least six months, but not aver two years. No container plants that have cracked or broken balls of earth when token from the container shall be planted, except upon special opprovol. No trees with damaged roots or broken bolls shall be plonted. E. Pruning: At no time_ shall the pl?nt materials be pruned, trimmed or tapped prior to delivery, delivery and any ol\erobon on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plont Materiols: Required by City, County or State authorities sholl be a responsibility of the Contractor, and when necessary he sholl have secured permits or certificates prior ta delivery of plants at site. G .. On.-Site lnspectio_n of ~lant Materials: Plants shall be subject ta inspection and approval or, reJect1on at the proj8ct site at any time before or during progress of work for size. variety. condition, latent defects and Injuries. ReJected plants shall be removed from the project site immediately. H. Rejection ?nd Substltut!an: All plants not conforming ta the requirements herein specified sholl be considered defective. and such plants, whether in place or not, shall be morked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The pl~nt mat_erlals .shall meet all applicable Inspections required by law. All plants sholl be the species, vane.ty, size, age, flower color and condition os specified herein and/or as lnd1coted on the drawings. Under no condition will there be any substitution of pl_ant species, v,artety, or reduced size for those llst~d on the accompanying dra_wlngs. except with express written consent of the Landscape Architect and City Inspector. I. Ri<;Jht to Changes: The Landscape Architect reserves the right to change the species, voriety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants in the ariginal bid. The Contractor shall be notified and confirmed. In wrltl~g prior to slx.ty (60) days before the planting operation has commenced. Changes ,n the size and/or variety of any plant to be furnished which involves a reduction or addition in cast shall be adjusted in the contract cost. J. R'?"t Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by the defective sample. K. Protection: All plants at all times shall be handled and stored so that they ore adequately protected ,from drying o.ut, from wind burn, and from all other Injury. All plonts determined by the Owners representot1ve to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representative prior to the delivery of ony plant materiols. L. Shrub ond Tree Somples; Twical samples, three eoch of oil varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of oil plant materiols shall be submitted for inspection approval at the site a minimum of fifteen· days prior to planting operations. Approved somples sholl remain on \he site and shall be mointained by the Contractor as standards of comparison far plant materials to be furnished. Samples will be Incorporated into the work. APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION □F PLANTING AREAS. "AS-BUILT P.E. ___ _ EXP _____ _ REVIEWED BY: INSPECTOR " DATE DATE r--i--------t------------+--+---1----1------l I SH7EET I CITY OF CARLSBAD I SHSEETS I PLANNING DEPARTMENT ~::::::;::-==============:::::::::::=====-===~ PLANTING SPECIFICA TI □NS F □R, ,;c Signature Rtm Dote J -1)1 Dato ,{. 'lli; OF CALlf~' DIITE INITW. ENGINEER OF WORK DATE INITlAL DATT INITlAL REVISION DESCRIPTION OTHER APPROVAL CfTY APPROVJ\L POINSETTIA SHORES AREA B-2 CARL8BAD CALIFORNIA APPROVED ~- ==~~70/~CCk'.::,.,..__ ___ ~7~7Z ASSISTANT PLANNING DIRECTOR DATE OWN BY: PROJECT NO. DRAWING NO. ~~g ~: --CP 14-02 3fi2-4L C1\JOBS\921016\OUT\ TESHIMA\ TESHl 12-10-96 2134142 pM PST C.M.W.D. M. Specimen Tree Selection: 1. One sample eoch of eoch tree variety and size, as coiled out an drawings. 24" bax and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor ot his option and at his expensB, con retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery end/or at its place of growth. 2.07 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.08 PLANTER MULCH A. Planter mulch shall be shredded fir tree bark. Shall range in size from 1/2-inch to 3/4-inch. 2,0g STAKING MATERIAL A. Tree guy wires shall be of pliable, zinc-coated steel minimum gouge No, 12 and anchor to appropriate dead man. Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be flogged with 1/8-inch diameter x 4"-o" length surgical tubing. 2.10 ROOT BARRIER A. Root barrier shall be a multi-yeor root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active Ingredient: Triflurolin (o,o,a -Trifluro-2,6-Dinitro -N,N -Dipropyl -P -Toluidine)17.1% Inert lngredlents82.9% Sholl be Bio-Barrier -No Known Equal. 2.11 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shell be os determined by the Controctor. 2.12 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.13 LAWN A. All lawn areas shall be sodded with Marathon Ill Dworf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions af installation. Do not start planting work until unsatisfactory conditions ore corrected, 3.02 PREPARATION A. General: The areas to receive trees, shrubs, groundcover and hydroseed plantings and their respective requirements for Imported topsail, fertilizing , soil conditioning, and other treatment shall be os defined on the drawings. Equipment necessary for preporotion of the ground surface and for handling and placing oll required moterlal shall be on hand In good working condition. Work shall be performed only during periods when beneficial results can be obtained. B, Cleoring and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted sholl be grubbed, roked, ond cleored from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which might hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed moterials and debris shall be lowfully disposed of off the site by the Contractor at his cost. C. Obstruction Below Ground: All subsurface rocks over 2" in diameter and other underground obstructions sholl be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and capped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on the plans or has been mode known to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: All areas (including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of application is for biddin~ purposes only, Soil test may reduce or increase total soil amendment yardage. Adjustments lplus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscope Architect for interpretation and recommendation. 8. After the areas have been deep ripped, the following rotes of sail amendment materials shall be evenly spread over all planting areas and shell be thoroughly scarified to an average depth of six Inches by rotatllling o minimum of two altemating posses. Amendment must be intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. ft. to a depth of a". Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur: 10 lbs. per 1,000 sq. ft. Iron Sulfate: 1 D lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand squore feet and scarified into the tap two inches of finish grade. Fertilizer shall be applied after leeching operation. C. The thoroughness and completeness of the rototilling and incorporation of the soil omendments shall be occeptobie to the Londscope Architect. Slopes 2: 1 and steeper or as per the drawings omit sail conditioner application and tilling. D. Deep Water Leaching ond Soil Testing: Deep water leeching shall be competed cs recommended by a certified ogronim,c laboratory. The fallowing process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below. 1, After the tilling operation, the area shall be deep water leached three (3) times over a five (5) day period. Apply 1 /2" water at each application. Wait one (1) day between applications. 2. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several sail somples ond deliver the somples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2,0, the soil amending, tilling ond deep watering procedure shall be repeoted until test readings are not obove 2.0 3. If soil test reading for a particular area tested is above 2.0, the soil amending, tilling and deep wotering procedure shall be repeated until test readings ore not above 2.0 E. Core shall be token that the rote of application of water does not cause erosion or sloughing of soils. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with emended soil and brought to finish grade. G. Apply Naiad Wetting Agent, Srovon or equal 4 oz. per 1,000 s. f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A, Backfill for exterior plonters: Shall be as specified in Section 2.04. Prior to backfilling Planter. Contractor shall install "Monolink Irrigation System" per manufacturer's specifications, 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. B. Finish grodes shall be measured ofter the ground hos been watered-In and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing, C. Eose top and toe of all existing slopes. D. All undulations and Irregularities In the planting surfaces resulting from tillage. rototllling and oil other operations shall be leveled and floated out before planting operations are initiated, • E. The Contractor shall toke every precaution to protect and ovoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades shall Insure positive drainage of the site with all surface drainage away from buildings, walls, over mow curbs, and toward roadways, drains and catch basins. G, Final grades shall be acceptable ta the Landscape Architect before planting operations will be allowed to begin. H, Planting surfaces shall be graded with no less than 2 percent surface slope far positive droinage. I. All rock and debris shall be removed from planting areas and then from the site in occordonce with the following criteria, 1 • dia. in lawn areas, 2" dia. in shrub area, 2• dia. in hydroseed oreos. J. Finish grade shall be 2" below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A, Timing: Actual planting shall be performed during those periods when weather and soil conditions ore suitable and in accordance with locally acceptable practice. B. Layout of Trees: All trees(24" box size and lorger)shall be placed in the landscape per the direction of the Londscape Architect prior to Installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction of the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor In their final location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D, Backfill far Trees and Shrubs: Shall be as specified In section 2.03. If artificial drainage is requested, then drains shall be installed first, then backfilled with soil. E. Disposal of Excess Soil and Debris: All excess excavated subsoil, racks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option af the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than horticulturolly acceptable. The Contractor shall request approval of moisture, end if found to be insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting any planting operations. B. All excavated holes shall hove vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to permit handling ond planting without injJry ar .breakage of root bolls or roots. C. Excavation shall include the stripping and stocking of ell acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that ore to be trucked over and upon which soil is to be temporarily stocked pending Its re~use for the filling of holes. pits and beds. D. Plants shall be removed from containers In such a manner that the ball of earth surrounding the roots is not broken, ond they shall be planted and wotered immediately after the removal from the containers, E. The plants shall be planted at approved locations with the heretofore specified amendments and• soil planting bock fill, F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when a plant is placed in the hole, its root crown is slightly above the established final grade, and unless otherwise noted shall be rolsed or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed In each planting hole at the following rates and per the manuf11cturer's recommendations.; 1 5 gram tablet per Individual liner and flat size plqnt. 1 21 gram tablet per gallon container, 3 21 gram tablets per 5 gallon contoiner. 4 21 gram tablet per 15 gallon container. 1 21 gram tablet per each 4 inch box size. Random testing to verify planting tablet Installation shall be conducted by the Landscape Architect. H. No plent will be accepted if the rootball is broken or cracked, either before, during, or after the process of installation. I. All plonts shall be thoroughly wotered to the full depth of each planting hole immediately after planting. J. Guying: All trees and other plants indicated on the plans shall be guyed as detoiled. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. Pruning ofter planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Londscope Architect. Cuts over 3/4-inch in diameter shall be painted with on approved tree sealant. M. All trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Groundcovers shall be planted in the areas indicated on the plans and shall be free of surface rock over 2• in diameter and debris. 8. If the top four (4) inches of soil in the area to be planted in groundcover is not sufficiently moist (hartlculturolly acceptable standards), the area shall be thoroughly Irrigated and no less than twelve hours shall pass before planting. C. Graundcover plants shall be grown in fiats. Variety Indicated on the plant list. Flat grown plonts (rooted cuttings) shall remain in those flats until transplanting. The fiats soil shall contain sufficient moisture so that it will not foll apart wlien lifting the plants. Plonts shall be protected at all times to prevent drying of the root boll. D. Groundcovers shall be plonted in staggered, random rows and evenly spaced unless otherwise noted and at intervals called out in the drowings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root ball. F. Each plant shall be planted in a menner that will ensure minimum disturbance of the root system, but In no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet incorporated into the root zone. Planting area shall be hand-smoothed ofter planting to provide an even and smooth final finished grade. To ovoid drying out groundcover, plants must be irrigated after planting. This may be done manually or by using the installed irrigation system. Repeated applications may be required, especially on a sloping site. This inltiol irrigation shall continue until a zone at least twice the depth of each hole is thoroughly moistened. G. install 3 inch thick layer of plonter mulch in all non-turf planting areas less steep than 3: 1 submit sample of mulch to City inspector for approval prior ta "bulk" delivery to site . 3.og POST FERTILIZATION A. Trees -Past fertlllzation shall occur at 100 day Intervals after planting. Bore holes around dripllne ( various depths) and apply fertilizer at the rate of 1 lb. per 1 • caliper in holes. Fertilizer shall be Wil-Gro14-7-3, Fairway, Bondini, or Kellogg. If not ovoilable, shall be equal to. B. Shrubs -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 1 teaspoon per each 1 gellon plant ond 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandin!, or Kellogg. If not available, shall be equal to. C. Groundcover end lewn oreos -Post fertilizotion sholl occur 60 days ofter planting and apply fertilizer at the rate of 7 lb./1,000 s.f. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandin!, or Kellogg. If not ovollable, shall be equal to, D. All planted areas shall receive Servan, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s. f. 45 days ofter the start of the mointenonce period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operotions shall begin immediately ofter each plant is planted ond shall be kept in o heolthy, growing condition by watering, fertilizing, pruning, spraying, weeding and all other necessary operations of mointenance. All areas shall be kept free of weeds and noxious grosses and clean and free of rocks, clods, and debris. All paving and walks shall be kept clear, clean and washed down. B. Establishment Period: Trees, Shrubs, Vines and Ground Cavers -The establishment period shall begin on the date that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendor days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. Maintenance Operations: Plants shall be kept in a healthy, growing condition by woterlng, pruning, mowing, reseeding, rolling, resodding, trimming, edging, fertilizing, restaking. pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall be kept free of weeds, gross and other undesired vegetative growth, and lawn areas shell be kept free from all weeds. During the specified maintenance period, all plants that ore dead or severely distressed shall be reploced Immediately. All seasonal color, annuals or perennials shall be maintained In o vigorous, healthy condition through the maintenance period. D. Extended Maintenance: When, In the opinion of the Landscape Architect, there is Improper maintenance, poor or unhealthy condition of plant materials, the Contractor shall be responsible for oddltlonol maintenance of the work at no additional cost to the contract until all the work is acceptable. E. Protection: The Contractor shall be responsible for providing odequote protection of ell planting areas against traffic or other use by erecting fencing or other acceptable means Immediately after the planting Is completed. Warning signs and barricades shall be placed in various high- troffic areas. Domoged areos shell be repaired immediately by the Controctor. F. Weeding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of debris and weeds. Groundcover and shrub areas shall be cultivated at intervals of not more than fourteen (14) days minimum. G. Replacement: During the maintenance period, plants which die or which ore in on unheolthy or badly impaired condition shall be replaced by the Contractor within fourteen (14) days after unsatisfactory condition is evident. No replacement of plantings shall be mode in any season definitely unfavorable for planting. At the conclusion of the maintenonce period, the Landscape Architect will make on Inspection of the work ta determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be made in the some manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be made by the Landscape Architect, upon written notice requesting inspection before acceptance. Maintenance period shall continue until all deficiencies are corrected. Signotur'9 ... TE.SHIMA DFSIGN GROUP DATE L\NDiCAPE ARCHl1PCTURE lAND PlANNINO 9'QI BU!ilNPSSPAltl: AW., SUlIB C SAN DIBOO. CA 92131 TIU!PIJClN8' (QP) a u FAX1 (QP) tBHl82 INITIAL ENGINEER OF WORK REVISION DESCRIPTION APPROVED FDR PLANTING AND IRRIGATION □NL Y. INCLUDING PRECISE LOCATION OF PLANTING AREAS. "AS-BUILT P.E, __ _ EXP, ___ _ REVIEWED BY: INSPECTOR " DATE DATE CITY OF CARLSBAD I sH8EETs I PLANNING DEPARTMENT DATE INITIAL DATE INITIAL OTHER l'f'PRCNAL CrTY N'PR<:NAL PLANTING SPECIFICA TI □NS FOR• POINSETTIA SHORES AREA B-2 CARLHAD . APPROVED~_ ,"7,/,I (L, ASSISTANT Pl:ANNIN(YDIRECTOR / OWN BY: __ _ PROJECT NO. CHKD BY: __ _ RWID BY: CP 14-02 CALIFORNIA 7',:ZS-.tjZ DATE DRAWING NO. 862-4L Ci\JDBS\921016\DUT\ TESHIMA\ TESHl 12-10-96 2134•42 pM PST C.M.W.D.