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DWG 338-9L; PE 2.94.10; CARLSBAD POINSETTIA STATION; 01-05
]. 2. 4. IRRIGAT.ION l_EGEND ··----"'·---·------·--- THE PLANS ARE Gf.NERALLY DIAGRAMMATIC, AND ARE INTENDED TO PROVIDE APPROXIMATE LOCATIONS OF LINES ANO OTHER COMPONENTS WHICH MAY BE ALTERED WJTHOIJT DMJM'S PERMISSION. HOWEVER. TYPES ANO LOCATIONS OF HEADS, CONTROL VALVES, CONTROLLER<Sl OR BACKFLOW PREVENTERCSl CANNOT BE CHANGED WITHOUT DMJM'S WRITTEN PERMISSION, CONTRACTOR SHALi MAKE A THOROUGH REVIEW OF IRRIGATION COMPONENTS AND MAKE THEIR OWN DETERMINATION CONCERNING EMITTER ANO NOZZLE TYPES: SPACING OF OUTLETS, LOCATIONS OF LINES, SLEEVES, VALVES ANO CONTROLLERS. CONTRACTOR SHALL BE SATISFIED THE SYSTEM WILL SUPPLY MATCHED PRECIPITA- TION RATES ANO 100% COVERAGE TO PLANTS ANO GROUNOCOVERS. IF CONTRACTOR DETERMINES CHANGES ARE NECESSARY TO MAKE SYSTEM FUNCTION CORRECTLY, HE CSHEl SHALL SUBMIT TWO SETS OF TECHNICAL SPECIFICATIONS ON COMPONENTS TO BE CONSIDERED FOR SUBSTITUTION, AND TWO SETS OF PLANS WITH PROPOSED CHANGE'., ro DMJM. ALLOW ONE WEEK FOR REVIEW AND COMMENT. IF NO PLANS ARE SUBMITTED OR NO REVIEW IS REQUESTED: AND SYSTEM DOES NOT DELIVER PROPER AMOUNTS OF WATER TO PLANTS. DMJM WILL REQUIRE CONTRACTOR TO MAKE APPROVE() CHANGES TO THE SYSTEM TO CORRECT DEFICIENCIES WITHOUT ADDITIONAL COSTS TO THE OWNER OR TO DMJM. MAIN LINES SHALi BE PVC, PRESSURE RATED AT 200 PSI: I_ATERALS AT 160 PSI. USE SCHEDULE 80 NIPPLES FOR RISERS TO CONTROL VALVES ANO QUICK COUPLER VALVES. SCHEDULE 40 PVC PIPE CANNOT BE USED FOR MAINS OR LATERALS !EXCEPT EMITTER L,TERALSI, NO FLOWS SHALL EXCEED FIVE FEET PER SECOND. 5. EM!TTf"RS SHALL I\E PRESSURE COMPENSATING TYPE IN SINGl~E OR MULTIPLE OUTLETS. ACCEPTABLE MANUFACTURERS ARE NETAFIM. HARDIE, RAINB!RO. OR OLSON, EMITTER LINES MUST HAVE A MINIMUM OF 12" ROCK-FREE EARTH COVER. FLEXIE<LE EMfTTEH ·-;PAGHETTI TUBING SHALL NOT BE MORE THAN lo' LONG, AND SHALL HAVE .\ ROCK FREE EARTH COVER OF AT LEAST 6". 6. BACKFLOW PREVENTION UNIT!SI, IBPUl SHALL BE INSTALLED IN COMPLETE ACCOR- DANCE WITH ''USC FOUNDATION FCR CROSS CONNECTION CONTROL & HYDRAULIC RESEARCH." THE R RECOMMENDATIONS SHALL TAKE PRECEDENCE OVER CONTRACT DOCUMfNTS M~D/Ofl ,_OCAL CODES. SIZES 2" AND SMALLER SHALL HAVE FULL FLOW BALL VALVES: 2-1/2" AND LARGER SHALL HAVE NRS RESILIENT WEDGE TYPE GATE VAL VE'.,. USE HAim COPPER BET WEEN METER ( OR WATER SOURCE ) ANO BPU. FROM BPU DOWNSTREAM FOR AT LEAST 5' HORIZONTALLY I@ 24" DEPTHJ ANO/OR AT LEAST 5' BEYOND ANY CONCRETE OR ASPHALT PAVING. USE SILVER SOLDER ON COPPEii PIPE JOINTS BENEATH PAVING OR ANY KIND UNLESS WITHIN A SLEEVE ACCESSIBLE FROM BOTH ENDS. DO NOT INSTALL BPU UNDERGROUND WITHOUT DMJM'S WRITTEN PERMISSION. ADEOUAlE DRAINAGE FROM BPU'S MUST BE PROVIDED BY CONTRACTOR TO ALLOW DUMPING DURING •FAILED• CONDITIONS. 7. CALL JNDERGROUND SERVICE ALERT CUSAJ AT 1-800-422-4133 Al LEAST TWO WORKING DAY$. BUT NOT MORE THAN 14 CALENDAR DAYS, PRIOR TO EXCAVATION. CALL A PRIVATE UTILITY LOCATOR SERVICE FOR UTILITIES ON PRIVATE PROPERTY OR DOWNSTREAM FROM METERS. CONTRACTOR SHALL PAY RELATED FEES. - 8. CONTRACTOR SHALL LOCATE ANO INSTALi_ SLEEVES NEEDED FOR PIPES, MOISTURE SENSERS AND CONTROL WIRES PRIOR TO PAVING OR TRENCHING, --· ---··· ---·· PM POT ABLE MA IN I HARD COPPER FROM WATER SOURCE OR METER TO BPU I. REDUCED PRESSURE TYPE BACKFLOW PREVENTION UNIT (8,P.U. J. MOUNT ON HARO COPPER RISERS OR BRASS NIPPLES AND ASSOCIATED FITTINGS. ACCEPTABLE MODELS ARE FEBCO 825-Y, WILKINS 575RP, WATTS 909, HERSEY FRP-11 OR CLA-VAL RP. -·---__ ,,.., MAIN IUNOER CONSTANT PRESSURE ANO DOWNSTREAM FROM BPU AND IT'S ASSOCIATED COPPER/BRASS PIPE>: CLASS 200 PVC CSOR-21 l WITH MINIMUM 24" SANO OR ROCK-FREE EARTH COVER. ►◄ () EMITTER LATERAL !DOWNSTREAM FROM VALVE>: 3/~" SCHEDULE 40 PVC <ASTM 01785> WITH A MINIMUM 12" SAND OR ROCK-FREE EARTH COVER. GATE VAL II[: AMER I CAN MADE, CLASS 125 l 200 PS: I NON-SHOCK COLD WATERI, \ION-RISING STEM, SOLID WEDGE, SIZED TO MATCH WATER CARRYING PIPE, WITH BRONZE BODY AND SCREW-IN BONNET. NIBCO T-113 (THREADED! OR S-113 <SOLDER>. USE SOLDER CONNECTIONS ON COPPER PIPE. INSTALL SCHEDULE 80 PVC PIPE FOR ACCESS TO AND ENCLOSING THE HAND WHEEL. TERMINATE IN A LOCKING VALVE BOX. EMITTER VALVE CIRCUITS: SHALL CONSIST OF A SOLENOID VALVE, PRES- SURE REG 1JLATOR AND •y"-STRAINER. THE VALVE SHALL BE HARDIE 100- 1· OR RAINBIRD 100-PE. PRESSURE REGULATOR SHALL BE SENNINGER 1" FOR FLOW3 BETWEEN 2 AND 20 GPMI, ANO 1-1/4" FOR FLOWS BETWEEN 10 AND 32 G0M, OR hENORICK-SON BROTHERS, GLOBAL OR PEPCO EQUALS, "y''-STRAINERS SHALL BE AGRICULTURAL PRODUCTS. PEPCO, HARDIE OR RAINDRIP IN SIZES EQUAL TO PRESSURE REGULATOR AND WITH THE SMALLEST SIEVE ~IZE APPROVED BY THE EMITTER MANUFACTURER. INSTALL ~LL THREE COMPONENTS IN A SINGLE LOCK ING VALVE BOX WITH EASY ACC~SS TO CLEAN STRAINER. CONTROLLER: 110-VOLT ELECTRIC TYPE CAPABLE OF ACCEPTING INPUT FROM UP TO 8 MOISDTURE SENSING DEVICES, HARD-WIRED TO A METAL J- BOX SERVED BY A 15 OR 20-AMP CIRCUIT-BREAKER-PROTECTED CIRCUIT ... GROUND CONTROLLER WI TH A •uFER• GROUND ROD IN STRICT CONFORMANCE WITH MANUFACTURER'S R[COMMENOATIONS, CONTROLLER SHALL BE ONE OF THE FOLLOWING: AQUA METRICS COMl-24 WITH DIGITAL SENSOR & MOISTURE .AOJUSTOR; R11 INBIRD ISC-24 WITH AOUA MISER; OR RAINMASTER EVS-24. OR ACCEPTED EOUAL. ----·--·------- ■ -------• CONTROLLER & .,------- STATION NUMBER A-3 ..,..,..,------, DESIGN FLOW IN GPM, OR A-3 , "EM" "[Ml TTER VAL VE" 2" VALVE IN INCHES-~....----~TYPE OF PLANTS PRESSURE REGULATING ASSEMBLY: A PRESSURE REGULATOR ANO ay•- STRAINER INSTALLED IN SINGLE LOCKING VALVE BOX. LOCATED DOWN- STREAM ANO SEPARATED FROM THE EMITTER VALVE. SEE PLANS. SLEEVE: WITH RECOMMENDED MINIMUM SIZE SHOWN ON PLANS. SCHEDULE 40 PVC SLEEVE !2 SIZES LARGER THAN WATER CARRYING LINEl OR 2" FOR WIRES, MS-1 <MOISTURE SENSOR! RAINBIRO 33-DRC (3/4"1 QUICK COUPLER VALVE WITHIN 10" VALVE BOX. FLUSH CAP: LATERAL SCREWED TYPE END CAP ON A 12" FLEXIBLE RISER ANO ',/ SCHEDULE 40 PVC ELBOW FOLLOWED BY A 12-INCH LENGTH OF FLEXIBLE PIPE. INSTALL IN 10" DIAMETER BY 10" DEEP VALVE BOX AND COVER WITH A 1-CUBIC FOOT PEA GRAVEL SUMP DIRECTLY UNDERNEATH. "DO NOT OR INK" SI r,N LOCATIONS 1, IRRIGATION SYSTEM IS BASED ON ANO HAS A DESIGN PRESSURE OF 60 PSI AT POINT OF CONNECTION. CONTRACTOR SHALL TAKE A STATIC PRESSURE READING BETWEEN 10 PM AND 6 AM AT OR NEAR POINT OF CONNECTION PRIOR TO BEGINNING WORK ON SYSTEM. IF STATIC PRESSURE IS LOWER THAN DESIGN PSI BY MORE THAN FIVE PERCENT <51.1: OR HIGHER THAN DESIGN PRESSURE BY MORE THAN 20~. CONTACT DMJM IMMEDIATELY FOR VARIOUS OPTIONS REQUIRED TO MAKE SYSTEM WORK AT NEW PRESSURE. FAILURE TO DO SO SHALL REL !EVE OMJM FROM RESPONSIBILITY OF MAKING CHANGES IN SYSTEM DUE TO INCORRECT SITE STATIC PRESSURE AT TIME OF INSTALLATION. 2, SEE SPECIFICATIONS FOR EMITTER SCHEDULE, ASSISTAl'I', t'IJl"NNIN\> DIRECTOR DATE FOR REDUCED PLANS O 1 2 3 I ORIGINt1L SCALE IS IN INCHES '~~1-~i --~1_i~~-~ ..,....metttth...,....1·11JL I ' I ' ' _,,_,_,.,. .. ,m ____ ... ___ , . .,,., .. _ .. ,, ___ ,. ___ , .. ,_.,,.._q, ---··-__ : ... ____ -___ """--~::::::~:.-:Ii--"""'~""'t..:> L'!!'!!,1,.Ni~E~""~~l'l""U_C,t!~-0~-------, _____ ,,__ _ __ N_O_R-TH-S~-A-N_D,_I_E_G,_O_C_O_UN_T_Y,_TR_A_N_S_I_T,_DE_V __ E_L_O_P_ME_N_T_B_O_AR_D _____ C_A_R,L_S_B,_A_D_P ___ O_I_N __ S_E_T_T_I A __ S_T_A_T_I_O_N ____ SC-AL""!"E ____ ..,... ··'"""'·""'·" ... ,.,~,Ii~ DRAWN BY NO SCALE I / ...... , ,-,,;1-u;,ij h~<"n, \h sl\a/1 ,.,.,a,, 11,. , ... ,,,!, ,, ,,,, N. L. AUBUCHON I / I,,. it, Sun DH-',j( C(.'lur'!(y "°CHECKED' sv···-· .. --... ---·· . I / i-,,,,;;,! [),:y.,.f-.1,o ,,,,! l;,oqr(i: ,•1i:illlH1 hel,J .. _., 11(J,an-tia1, R [iW[ N •' .. , __ , '-~"-. ---··" I / IN CHARGE T LANt •: \f puq.>◊~~ ,.(,' ~ uv1ded :/" ,j 2 /13 /95 _____ Al:!_I?_:_SIGNATURE BLOCK AND JOB NUMBER VBY FCW ; i ,: ;:;·;,::: ;:::;,. 0AN.E:l. MA.t..tN-J0ttNS0N, & 1.tENOENHALl 275 WEST HOSPITALITY LANE• SUITE 31 ◄ SAN BERNA~OlNO CA 92408 ('30J l 88~-3-'lfi6 ----------~~--- . I FB 6 -93 ·-03A IRRIGATION LEGEND & NOTES DRAWING NO, R1 2 3:,1-CJL • 1----··· ....... ,.,, .,.,~,.••,,-.... SHEET. REV I DATE DESCRIPTION BY i-\PP. • .. ,c,;tows,,,.,,,.,,,,, . ; ____ .;......,; ............. ____________ , ... __ _., _ __.,. , ___ .. , __ , DATE 11/1'3/94 BRUCE WILLIAM LVDN RCE )1920 DATE: 2 OF 6 EXP I RES 12-31 ·-% -------···•·--·,---,--------------■-1o ........................ , .... _________________ ,, ________________ ,_, ______________________ _. " E 0 C CJ} -0 • ,- 0 C .c C 0--N " ,- N -N " ~ 0 :J CJ} " Cf) I +- 0 (]) ·~ 0 L Q. " L Cf) :J " +-~ I g- +-' " JV) <; .. <J) ,- 7 (J) (J) -I > 0 z I ,- (',J .. w ~ -f- f- 0 _J O_ c.M.w.o .. JDB # 91-603 / oF 5' , JBJ} SET VALVE BOX AND LID 1/2"\ Ir-SOLENOID VALVE {MOUNT TOP OF CONCRETE BOX SET VALVE BOX AND LID 1,2" -----ABOVE FINISHED GRADE rSTENCIL VALVE NO. ON COVER FLUSH WITH CONCRETE FINISHED t_A_B_o_vE_F_I_N_I_s_H_E_D_GR7A~D~E~¼~~~,,,~,~~ \~~i~~~~~-~------,-=.-------~-/_,,. -~_W_I_T_H_W_H I TE E POX Yr-P:_:A:..'._'._'.I N_:_T'.___1 ______ 1•W~~1/,~·~f===~"~,.~/ GR :D,E ON PLATFORMS --····· ---- ~"' ~-~~ I~ a ar-----/+----···--·-..,.;:! II -er•· ~"''''"' .~ j Ai:;:=!:1'1 ~"»1; -»s'S>' ,~w.-----f--------__J~rn I\!!.. __.µ 10" DIA. VALVE BOX ------- DELIVERY (SPAGHE1TI l TUBING MAXIMUM OF 1 8' LONG ~ SCH. 8 0 THREADED NIPPLE -LENGTH AS REQUIRED 4• LAYER PEA GRAVEL--~\ = SCH. 40 PVC THREADED ELBOW & SCH. 40 PVC STREET-ELL SCH. 40 PVC THREADED TEE ANCHOR BOLTS PER MANUF. \ I ------ii J) ~ " SCH. 40 PVC STREET-ELL & 6" PVC SCH. NIPPLE TYPICAL MULTIPLE EMITTER r ALUMINUM INSULATED COVER -INSTALL MANUFACTURER'S RECOMMENDATIONS FOR PADLOCKED SECURITY. •' , .. , -· -·-· ., ····--·- 3" CLEAR MIN. PER L , i • ~ RIGI_D_C-□PPER PIPE DR . ~ ~~ 6" Mil\, CLEARANCE ALL SIDES BRASS NIPPLES/FITTING~ i . ~r0 I . --7---1-__ 2500 PS I CONCRETE ----t--, -:f--__ l ► ----------------;: i----------' ::···\~ 1"",;..;,,'.", , m .· REDUCED PRESSURE TYPE BACKFLOW PREVENTION UNIT ~r 1 / "Y"-FIL TER · ,, 3/4"REBAR DRIVE 18" '-...r,LJ ~ 1~ INTO UNDISTURBED , ~~~~\-- 3• SCH. 80 PVC NIPPLE STAINLESS STEEL STRAPS W/SCREW TYPE ADJUSTMENT SCH. 80 THREADED ELL PVC FITTIN ' JJ,~ PRES~ RED UC I NG VAL VE ~~b~F 9~L 36" INTO ~ ... t'-,,( •1~1 _;, 1 1 l1/•,-.( -t1TOEMITTERLATERAL 4 ,, LAYER PEA GRAVEL--1t-~\.El!!!!!!!ill..----~i,-----7SCH. 80 PVC NIPPLE -/ ~"°"'°""""'°"°'°-~~ \ ?,.. ~~~~oO-cAc_:4""~~-b><><~' SCH. 80 PVC NIPPLE ~--2"DEEP PEA GRAVEL {\ ', Ci I MAIN LINE r\ SCH. 80 PVC "'T ,, <SXSXT> 80 PVC STREET-ELL TYPICAL EMITTER VALVE 24" SIDEWALK\ -,-ME:TER BOX ' W/METER CURB\ \ rf;/,:;/~//J~f2/'.L/'.2/'.2/~,~=1=== /; II 1- APPROX. 8" - POTABLE SERVICE\ L !NE \ H ' I 10' MINIMUM TO POTABLE MAINLINE IN STREET RECLAIMED WATER IRRIGATION MAINLINE W/SLEEVE- NOTE: / POTABLE SERVICE LINE 12" MINIMUM VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY WHEN CROSSING PATH OF A POTABLE WATER LINE. INSTALLATION OF RECLAIMED WATER IRRIGATION MAINLINE 24" FROM FACE OF SIDE WALK WILL PROVIDE THE NECESSARY 10' HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE STREET. POTABLE SERVICE LINE CROSSING - ,__, ~ '=" /STREET ELL "-L-~ ____,.l'---1-v , ------::::1:J[ J{ ~ l ( STREET ELL / ' SCH. 80 PVC FITTINGS ( T')P. l TYPICAL QUICK COUPLER VALVE I STREET SURFACE~ . : POTABLE MAINLINE <SE~~ IMPROVEMENT DRAWINGSJ ~ . . . I- uJ uJ lL I,() . r') 12" Ml NI MUM REOU I RED ---i VERTICAL SEPARATION . . I ~ i~o----SLEEVE ,--.___,,..I NOTE: RECLAIMED WATER IRRIGATION MAINLINE - ALL RECLAIMED WATER IRRIGATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION SYSTEMS" "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLAIMED WATER OCTOBER 1993" POTABLE MAIN LINE CROSSING ATTACH CONTROLLER TO WALL IN ACCORDANCE WITH MANU- FACTURER'S RECOMMENDATIONS WALL MOUNTED J-BOX FOR ,.- 110-VOLT SERVICE-----~ II TWO EACH 2" GALV. STL. PIPE AND FITTINGS AS REQUIRED FOR LOW- VOLTAGE CONTROL WIRES AND.______ • MOISTURE SENSOR WIRES. ----....__..,_ I -- ----t--WALL-MOUNT CONTROLLER - ' ACCESS PLATE FOR MAKING HARD WIRE CONNECTIONS. INSTALL PER LOCAL CODES OUTSIDE FINISHED GRAD[----, BURY STL. CONDUIT AT LEAST 36" BELOW OUTSIDE FINISHED GRADE C (JI D I'--- 0 .c C Cf N N '-~ 0 ::J (JI '-if) 1----~--.1 +- u <l) 24-STATION ELECTRIC CONTROLLER C, E +- ' .. U7 U7 u> u> I z <! FOR REDUCED PLANS O 1 2 3 7 '-""""~--....,---------------------,---,-----il-------...,."""'""""'"ll!e'----.--------.---------...l~--------------------T"'"--------..J-----_;;;O;;,,;R_;,l ;,;;.G,;,;I N~A;;,;L;_;S;,,-;C;_:A;,;;L,:E_;,l ;,;;.S_;,;I N,;_I;.;,N;_;;C;,;_H;;;;E_;;;S _ _:;;;;;;;;;;;;;;;;;;;;;;;;;;; 1;;;;;;;;~';;;;;;;;:;;;;;1;,;;;;';;;;;;;;~'-I~ ~~::·--7----; •-· ..... -----···· ---·--···-·----------+----+-------I :::;::•';:,::~:·:;.~~ .. , ~r.:,~G~~~ tj:UBUCHON NORTH SAN o IEGO COUNTY TRANS r T DEVELOPMENT BOARD CARLSBAD PO I NSETT I A ST AT I ON SCALE ~~ ---.. -····---· -------··-----·---------+-------::,''::;t,:::.::0;:t~ DRAWN BY---------------OCEANSIDE -SAN DIEGO COMMUTER RAIL PROJECT (_~>"-····--··/ / .. ······--·········"··· --··--··-····· -----------------···· ___ ..... ···,-~ .. -· ,,:,rr,-0i<ltl1,;i:,ropedyof(~t N+L~ AUBUCHON // '-.,, / / Nm lh ':i,m D,e~0 Cour'!lJ r-fHfCKE-5 BY . -_ .. ."·'""-. ----·-··· -----------·-·--·· ..... -------------t------il lr<1r:},\ o~.-.,k:,pr,)o:ri tlo<rr"c:I; / '·, •-.. / / ~holl ~ hl!'k:! ~.c,nfi~n\,Q1, ~--,>~\.'-.... :_:, ......... -;-··-··· ;-·--<------------------·-·-......... . ,-. . ...... ·-... -------------+----+--1 :;~; ::;::~ ::1~;,~L::rj >7'>, -2/13 /95 AD_D. s1GNll'~~e BLOCK-AND .ioB · NUMBER_ .. _::_~~-_--:::_:::_:::_·=_:v:::_s:::_v:::_:F:::_c:::_w: ;:,,~ ::;::,:;"c:,'.'.,,"' REV. DATE DESCRIPTION BY APP. ,,,,,,,o ... ,,,me<tB;o,o ROWEN IN CHARGE T LANE DATE I 11/19 ✓94 Thft pr-0~1 ias fuoot4 in p<Jrl by o gr<1nt pt(l,.,.idtrd by the Sfot& of Colifornio ~tn'lb'nl <>f ,rQr'ISpOltdli«! DANIEL, MANN. JOHNSON, &, t.tENDENHAll 275 WE:ST HOSPJTALITY LAME. SUIT£ 314 $AN 8ERKAR0JN0 CA 92~08 I 909) 889-3 ◄66 BRUCE WILLIAM LtON RCE 3192D EXPIRES 12-31-96 DATE: NO SCALE ~ TFB 6 -93 -03A f- ---------~ --------of-DRAWING NO. c, IRRIGATION SYSTEM DETAILS J31-,L R1. 6 o:' SHEET. 6 OF 6 C.M.W.D. JOB # 91 ·603 2,. 0 ,:-.s- ··-·--------------------------------------------------------------------------------------------------------- /\ \ : I I , · I I (~ (~~) () 1:: d I '1\ I~ I i I I ' '., I ', /IN i\ C: ,\ i nJ I O l fl F ':, C/1l/f/11 i WCJClll 1<'.r I Ji 111 HI/. RIP I_ 'INATA (. I I I fJ ':, I I M,11 11\ I i r 111''iTM11A cr,r✓FLR'r, tm I '', e Mff e r:L, F" 1-IU ',. [ 1HE GR [ f= (IL i A. 1 I E iA(' l•I ,\ [1 E I' I RR i : , . , '· ") f ~ ' I~) ( , (\ ' 1 r·_\I___ (-'' + [Rl!i",CiNUM f'A'',CI'.I __ ILATUM, ,,1 c 11111.lii.rHIII'--,1\lffli.J!IFill I,~. Rlill"', l\ii[CPIIOL.[A, M~IJ ',,i1IVl/1 lllV!i,\I\JDII MIX. 1~ 11 [, IVA HA'FSl!NA iSAN DIFGO I UVf-h I /Wr I I' I He I W8fffl n:o i r·, , IJ T J N l ;\ ,; T L ... 1 ' _ [I vv f A ':, ' ' i !" /\RI, I NCi I i T I ''·,I ,\ND'.', l 4" PUTS 3' O.C. wull< ·1r·1cl .:·lul l,·x-rnl I C,1\L 5 CAL ':;,' u.:::. ":,' c.c. CU I ONE,\< IER ,/// ' I ... i-: W f' A') l . < ---,,\7./ l , ---::::·- ..... ,. ~ -," ••• • • • 1 "'1"")"" TYPICAL ISLAND PLANTING .. .. fDGI .. lll [Jl!i\lN DR 8.ACK OF WALK "' ,.,iUNl.[SS SHOWN OTH[RV/lSt-l ~::;: 0 ( R ) \ , 0 (-) ,J 'o 0 0 () Q C) 0 () (s) Cl 1 H : 0 \ . . I \ ., Cl 0 .0 E) O 0 0 0 0 !j Ll l .. -, ,_ci ::;;;i ....... ~___;,, . ~ '-...{": ,__ .. ,.__;::i ~ ":" -· ~ .. :-~ .. ~ Ll~1 ' ... • • . i:..::.o c.n • t.._O lfl i • TYPICAL NATIVE PLANT MASSING / ~~ A G_) RDT/\NIC/11 & COvlMOI\J NAME SIZt:. SPACING Pl ATANl._l'., RACEMOSA C /\I IF ORN I A S YCAMIJRE OI If' RC II'> AGR IF IJL [ A U"i/1 '; T I_ I VE OAK '-;,/\MRIJCII'::, C. 1'1EX I CAN US Ml XI C /\N F L.Df. RBERRY 1 5 G Al. .. I 5 ChL 30' 1 5 GAL_ i"'_,AI 6' + [R J 1_·1cUNUM FASCI CUl A I UM, - Hl_lfRU~l[ll'.:, AREHJTIFOl.JA, f-/HIIS INTEGRIFOLIA, AND SALVIA CLEVELAND I l MIX. AI\D 4 ,, PQTC:: ; V ,/\ I 1\ ! [ ;, I AN A ( ':0 AN D l [ GU ~ 3 1 o.c. F'iiV[1'dYW[[UI Bstweer-,noi17 wolr; i:w1d plciifo11nl -: I // I , I I --I I I \------CDNC PAVING & Ci/L I c;;;:;:;;J ) I f--SENSITIVE . . ,,~., .. ~--r·· ir . i __ J"""'""··''·''":.:.-.:.~=;:;~;-..,,,..::,-.:,~.~---. .... , ..... =" ,.,_,._..,..,_=~,, ..,_ -~-~~ -- ]Vt\ ·IA'r:E'~,]AllA PCJVf' '<TY W:EE O l ( ::,.AN IJ I [CD ~! I CJ • (' • ---l.:.. -·-:_:,-,.-+-' --__ c:,··,-_,, ---; __ --.: -__ - ____ ,c:·,,--1· ... : ... ccc .. ,---__ ,_::ci -___ ---.. ·::d.:·:: i-_ --- I I" .I __ 1 CJJ I I' llv1 I I\'.--_, 1 I •: l i l_ A T Li M I C AL l ::-rJ "'l \j I A 3 U:.:: I<, WI I [ 1\ I ) 1--1 I I l' T l' I , [1 M I I I '-, /1 H h I I l 1 F' CJ l_ l l-1 ( C A l_ I ::-:.::1 R ~,I I _A H C.l L L Y ) R .... r~: Hus l !' I l t: .. c_; I) I I r: H I /1 ( I [ M r:J l',J t~ DE 3 :E RR y ) ·_0,t,1 VI A. r" L_E VIC:l_ t1hlU l 1 L ---. +···· ,--'"1---- NOTES • • I. INTERIOR F'AHKING IOT !':LANDS SHALL REI_IEVf: CDTDNE:t,~,Tt": 'UJWl,\'.;1' f,! 01' ,:1.c. iTYF'ICALJ W/?" I:IIP ! ___ AYER o=-·:R'sA'✓: MULCH. CRLJSHE.D CCH [IR'I) Roe-;. OR DECOMPUSED Cl!AN I TE. 2. T 1-lf:1:_'; SH/\1 I BE PLANTED A MHJIMUM Of ';' 0" AWAY FRUM Ct✓::ln 11 11111 FF, 1:Jf< CUfl[l',, .AS M[ASIIIH I) ru THE CENTUl LI NL CIF I REE. BE F'LANTED A MHJIMUM Or 1'J' o" AWA! FHOM I ;c111 1111 IITli ]TY FIJL.E'=,. ! IN:SH GRADE IN PLANTED AREAS '. HJI' CIF MULCH, CRU, LI.: CUI. CIIHi: RDC~ CIC/ :)[JUMP:::-;[[) CliANI If l SHI\I_L DE. I ,t HI.I UW T[IP ':T CURB/WALK/HA~□ SUH~ACES. PLANTED ARL/,S WIIHI~I Oil BORDERING PARKING LUI :-;HAU_ Cl:-COf~P_i,lU Y I 11 ii I) WI Ill GRCll_mD COVER (I !TIii Ii ORGANIC Uli lNUIH,ANIC I HCJLD f'I ANTS BACK FROM F'AVINC A MINIMllM DIS-AN'.:[ :JI 1 : 1111 HHT!M1'1Fr1DED f''i.ANTHIC U.C, ) ·:,-ANCJ FC/OM IN,1111 HJCF Uf CIIHRS/PAVING. (;. HE:E.S UF A '.o[Nc;LE SPECIES SHALL BE UNII rn,M 1.N HEJ,:,HT. WJUIII M,U 1111 [P[H. \l_il\[: VAFU:NC MJH[ IH/\N 1,y7_, 7. PLA,NTS Vlt:11:. SE.I I, C:TED F-DR COMPATID[LITY HJ /ClNF 1WJ & ,1-IP[E. MH_l l'il Iii_ 1:W Tr"i MDDE'lATE WATFH 1 ::N';111/F"T]1]N OU/d_ IT ll<>- 8. THIS P_AN CDNTAINS NU lURF OF ANY KIND. 9. THE IRC/IGATIDN SYSTE1v1 HAS HLIN Of SIGNED TO AC:C\_l'I HFC:i ;\Jf~[fj WATEI~. IO. . 1 • 1\N E.f~]TTER ~,YS-EM WIL ... 31: U':,f_[) FOR TREES, ')l-li1!!H:, ,\ND C,f,CJUN[>CIJVEP M,IL) Wil I hi /llNI 11 IND':.PC:r✓[:[N--_ v_ iJN-SITE SCllL. TE.',;Ts SIIALL Rf USED TCI DETERMINE. 1'1,:lf'TP '.,IJiL 1\M~NDWT':, '· 11. 1 11 1/IR APF'L JCATIUN HAIi':,. 1.2. THE IRR!GA--IDN CUNTRUl __ l __ lf~ Sll/1I I. HAVE ]flDEFTNDI 1,,1 ',l1\i ['Jl,J c:1 1.:TR[ll WITH ,\~J /\1,IUM/\' IC/\1 ·' C[l~JTRDL_Lf[) flAIN 'i'NlliH Al✓IJ NC:ILll'--JD MOISTURE SENSIJRS. 13. PLAI\T'., BETW'I-N l''AHKING UJT A~JD F'LATFCIRM SHM I REIEIVE 4 J'' 16.YUi :_11 Ml.II Ci HIP A 24" "IAJIUS I ilJf/ lffl[lT CRDW~.I. ---CONC. PAVING & C L FE.NCE l U·iRAN f'LI .. IIT][l~J REM[IVAL SYSTEM ( TYP) AREA .,.,,,,,,u"J'"'"'f?,·•g ·•, I ~. -+r-~! ~1 --+r-•-•;"llCll" ))))) •)) ,- I .... ----------1 ····--.. "" -----. ··- . -+·-.,.J: .... -f -I ', r - SECOND MAIN TRACK I 1 - \ MAIN TRACK '•, ',.\ '\,_ ___ PASSENGER PLATFORM C en 0 0 :.n l u :J.) Cl E +- I o__ l_i_l ~ _____________ ,,_, ______ ·····--·-··-···-·········-·. --------------- Sea Fie;, Ui ::cRil-'I !UN ' ···-·"·-----···-···-··-·····""" j, ... , .. , ... ,. I (2~Co ~ BY 1\'-'l-'. [MT[ 6/9/9'1 Th,> pf<,1('(! 1\, h,~<:!~0 i1 j'..>c)J'I tiy C (J(0/1! ;.,r,_.v-id~<."1 by ,1,~ ~\Q\~ ·.11 (-,11,;r~i,i (.',c ~"" ir,·,~ c,t ) ' T ,· ,,,1 ~p), 1,:,\ i < ,,·, SITE LANDSCAPE PLAN f- l) HA VI I NC rKI. cl s~, ... ,1-_____ 1=J • __ 1 ri1 ·:; I i F T • 45 [IF 5/ 3 OF.I' --~---•,=<flll•------------------------------m---------------------------------------------------------------.. -----,...., ________________________________ ~ 'L(,!< -L_[GE~~[l (WIT·~ IN 01:,: clURO[li I NG PAF1~t I NC,): . i ( ) A :lJf'/\NJ,.J·'SI.':, /,N/,C/H[)l.C iif',, , 1\HF:1·, r wr11-1D ,, 1 .. 1 ll. H ~. t.1 r E h I :\ l3 I !' : 'J f\l ,\ T ;1 , II l l~f <[ r-1 /If/[ H'' f 1 1 / 1 < 1 .1. ·; I A '·· : r J 1 [ 1·1 1 ,\ !--Ii l \·:-H /..\if:.. ~JL .• I iiU', '.illfcl-l<'flil ]:, 15 C/\I .. Gi,l [.\ C /~~ I • I .. H I · , , I IN U 111 :: A', C i :, UL ,\ I u 1'I , r_; A, I. . l [1::. \1[1 E>.· M?'.:H.1: i ;:-L [IL A, FH,.(> 1 l [ : , '' I f 1] I._. i ; , /". 11 l -'',Al. V ! A C L ;-V C: L .A I I J I I /. ,_ (~ -1 .. 0CAT.IUN OF TlEE'., ' -..... ::..: · I 1 1,t, l I Ull lJI I fiE [ S C Ci TU I~ i AS ll I; ' L Ci WF AS T ' @ S ' 0 . C . l[}:ATION Of' 11,EE ? (), J' U. C u-11J r· I nt·'·cwrn J !'' I J C ' ) 1YPJC:AL PARKING LOT PLANfERS © e CD -... ··.' ... -.•. ·."••········~ •. ·.·.•···. •,, \ ·, •, ·,,, ', ' '•,, \ '• .. ' ·, ·, BOTANICAL & COI/MJN NAME SIZE SPACING ~LATANLJS RACEMOSA CAI ,eURI\IIA svCAMORI' UUC:R,_US ACRI ~-01 .. I A COA , T L. I VE OAi< ',AV[.1 1_1(_.l_l'_, (_. MEX I CANU'':, MEXICAN ELDERBERRY 15 GA_. I':, GAL. ,t-: Ii I CF,IJl~UM F A'A: I SUI A !UM, 1 Gld · I ·I 11 IUIMI I IS 1\l,flll l 11 Ull /\, RHU'.', 30' INII ,.::1;11 r:II IA, AI\D SAi VIA Cl F.VE.1 ANDI I MIX. AN[) 4 II POTS i V /, I 11\ Y :: '', l A f~ /\ ( SAN D I EC 0 51 rnvrRTY WFFDi * IBstwssn rnoin walk and plotforT' l~U II:_: '.)0% 1-J~ ',,HRUE3S MUST FlF 1 GAi ..... tl.NO ~iDo/" l•/1:\I Hi: Ii C!ll. !N Sl/f DN r.l\l!RF PRrLJFCT. CONCRETE PAVING & C/L FENCE (TYP.) ' ,. I ' i . ·--·---······-·· -- TYP. ,() -.:::;--\.. ,;_~~\·., <c \·-. cj o ~~ ,J J '-----..._s\.,.--/ . ........_____,........... ----........._...___..,,..--------- ~~-......:..------"--------'-------"'------'----___Jj____J_ _ _;__c.::,._,[:t_; ________ ----------. CIJNCRt·= PA\/INC ,".. C:/ .... IENCE :TYP. l LI~l ~--__ __ REMOVAL ASSIS i U I 1/1 lilJCI IJ l'l AN'. 0 I.Ci\ ii_., I IU,l '',CAI I I'-, IN ] liCHE·:, IF Fl 5 <I = Lt.J z 1------l _J I u f- <I ~ ) ,_ --------·····----·--···-··. ', C QI 0 ('J :J :J :J) :.I) +- ~) 1) L ,J) _) r•, (=) " L.C) 'T (Tl ()I I o_ w (fJ I r-- 0 .. 1 .• LI 'CC L f--- u --,------------------------------------------------------------------=-----------------------------------------------------~ PL AN T L E [; E ND ( W I T ~~ f N ( J :--< 8 ll R Ll E R I NG PARK I NG ) g ·. YMRr J' 0 0 0 0 11 ( J I i\ i'J : C /1 ! \ CUM tv'f.l N N ,'\ML ·-. I Z E '~ F' A ( ! NC CU~';,r~ll.i~',i'-> /\NACARL;i~llf)F", CAHldll Wi}JLJ KUtl lit:.IJI! 'ilA Ulr'INNATA CHH,;r-,r I ,\Ml IREt If~ i ', I i\N 1 /, CUN! t •• fl I A f1Ri',f1/\r~f IIIJX RHl, Jf\JT·l,Hlli/~.11\ ( l f" ~Al"JNM:-RF 1·11<Y) en 11 ir-H A',, r-:~ nwr v:. T' Ll]Wi A'.:,I 1 '0JLf\l-/\1.~ri R ( F' t, i-1 I<. I NI ' l_ [) I I '; L /', ~j L) ', ) ,. r· I\ L ) " ,, ._ ' ,. ,1 I '' ' " (' I' : I.),\ • , '. i l ) \) I' • > ( I r '-- -\ , . , ' ' . '· ..-IL I .:::. J ' , ' NUii: p.__,1t,1 i 1,1_1111N[A'·,IE.1/ t'I ANT', IN i',I t,NI,~ I N /,( . C l l f-1 .. I\ r~ r: I: W l ! f-J I Y P I '.: AL f' ,\ f'? ~-• t-1 · ~ I. l] J r I. Ar~ l F k '., Ll L 1 /, f L ~, l N SI 11 f" T I 1 • 1 /'..NI") I 1 -/ . Pl AN r ',YMll.J! © 0 CD Pl I'--ANI;'. R1\1 f MCJ~>1\ C At 'I Ul~N I A ':,) 1 AtvlrJRl Olli IJCU', ,\;_,R JI I IL 1 A CO/\' T I : vr ~JI\~ ~,AM[,i_li_ I.I'' ,: • ~Ill ., IC Al•JI_J•::, MF-,. J (AN : : I 1J_l1lil ~11-iY ·, 1 ?f- ~ l ,,., ~ I I I l }t'\ * f I l I Cl\, I n I I ! M I !, ', C I (.\Ii /II '.IM, I C, t, I. , Hl 11 ROM~. I f_ S APiJLJT If '~11_ I A. Ri-'ll·-, ltill (;1,11 tl_ IA, ANLJ '.,ALVll', C'. l:Vi l.ANl1i i MI,:. 3 ( ' -) "JC ' ,, .) ' , " l V f-. HAY f , : A 1~ /\ ( '.)/IN I l ff , , U · J ' I 'L: l C::, -'· 1 ll . C • P[!Vi-R I Y Wf-1-!l; f ( liotwc,Jr1 r:1,: -r, w,.1 I k ur•d p I u f fo··1nl :;: <I = w z 1--1 _J I u f- <I :z:: ) OJ ( • --.. __fl_.,,. C"r~-3 "-., (_, ~ ( '\ ' ., < I I • •-'I,, " ' •f ·, ' -'io'v ')--l- (?_ "-) \, ' ' '\>' ,_ (/ ~~""--'---'----'--'---'----'----'---'-------'-''------=-.....,--------'------------,,j-1-/ -------½------------------·--------"'~----- ' --CONC. :J 5 / PAVING & C/L +/, ' "'--' ,_ "-"-"" " ' -------'· 26'---:0" ( Ty p. ) ]lill[ ~ .JR RE. DIJC:~ [, 1-'L AN', ' I• LJ·~~ ' ASSIS" 0 C I; 0 .L C I) u ('-,J E 0 7 Ol ',. 1/'J f u Ql . ' 0 l. n. "-. L 1/'J .J <::f C> I [l w \(\ I -----..... ________ 1-....., ____ ....,. ____________________ "T"'"_"r----ir--------,.ffl~l"'lo:""l"""'---r-------"'T~~~ ...... ~""'.""~~~~':""':'----::-~"=".:~~~~~~~':"':~~=-~~':'."':~-----------------------------,~~-------1<:i N.I. ;UBUCHON ~~9~~ NORTH SAN DIEGO COUNTY TRANSIT DEVELOPMENT BOARD CARLSBAD POINSETTIA STATION ~Ci\if" 1·1RiC,HIAL ':,( Al_E. 1', IN il-KIH ', I I 1!11 < l,'1l(l I ,, ' . ' ,.,.,., •• ,, .... , -;t,I<' ,.,, 11 ' \f O , , , •If , I 11"11' ,, ,, ,, • ' ,.,.,ly I' ;"',• • ' • I p,, J' : ~ .,.. -I ..... 'I, ,J , •l'I• ,' • , • I ',,r / DE: ,·. R ! F' 7 i UN I [l'r !APP , I ,, ' ,,1 I• ti',, ' I I, •' ' N t •~i.• , " ,~ I " "I" r I '.lRAWN □Y -----&~·•,UN,•,,i\~\ OCEANSIDE -SAN DIEGO COMMUTER RAIL PROJECT N.; • Acir-lUCHCJN /g~/' ~ ~\\ CH[(Kt"D BY •~ '" "' ;, OWf" N No 21794 } IN CliARG[ \\~ f.; CIVIL "'"' •// f LAN[_ ~J>&~ ,.;,· ~'< , , 11, -----· <C:,'<' 1/ •-::, 0/-CAl.1' ~1/ ~..:-_:.. :..· -----l)Al f f_,/'.1 /9 '1 "lt1~ JJlnJ,''' • f111rlL"!I ,r, lnlr' t,~ (' ?ll1H 1,r•w,llf"!' •i~ I,• 'it-!;114" ,,f t ,11 'Orr'l1(1 r,Pp ir1m,;,r I ' ~'S,p(lf (11h)'• ----- LN~ 1-, , MANN. HJHN',CN, !. ME'N[i(NIIALL <,'!, Wl:',1 t-t1 1-:.,1,t1A.L]1) I ANh ')IJ, ~ 11-1 • Ml fl~~~ Nll r A 1i.:'ID8 1•)(,1: H 9 ~~l:d, .bacQ ---~~-@-..z_ --:--: ~ /1 I~ 6.-~ou .. , , (. I ,Ni , • ► C. ·OW! t\j ~((' ' r •H 1M 1 l f)(,"\! d •, ~ ~• -•if\ IFB 6 -93 -03A LANl)SCAPE Pi.AN -sou·rH DRAWING NCJ. ,,,~_,, < L' ' ' i H1 r t ■ 1''-50':t.1 ::;; 1-- ( ) L 1 • 3R ,/ 47 c;F 5/