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HomeMy WebLinkAboutDWG 433-6M; CT 02-16; ROBERTSON RANCH ARTERIAL STREETSCAPES; 01-63: i ' I , j r L.. ·---'--------------- I I ' ··-·--- GENERAL NOT;ES RECLAIMED WATER NOTES RECLAIMED WATER-SYSTEM {PRIVATE) 1. ALL WORK SHALL BE D,ONE: IN ACCORDANCE WITH THE: CARLSBAD MUNICIPAL WA Tf:R DISTRlcrs "CARLSBAD REOLAMA TIO/I RULES ANO RE:GULA TIONS FOR CONSTRUCT/OIi OF RE:OLAIMtO WA Tf:R MAINS" DA TEO OCTOBER, 199:J. 2. DRINK1Nr1 FOUNTAINS SHALL 8/: PROTf:CTf:f) FROM SPRAY BY RE:C/.AIMEI) WA Tf:R. BEST MANAGEMENT PRACTICE$ SHALL 8/: USE{) TO MINIMIZE: RECYCLED WA Tf:R ENCROACHMENT ON PUBLIC FACILITIES SUCH A~ PICNIC TABLES. BBQ'S, PLAYGROUNDS. SANO TOT LO TS, ETC. ! J. BEST MANAGEMENT PRACTICES SHALL 8/: USED TO EL/MINA TE: OR CONTl?Ol. TO THE BEST EXTf:NT POSSIBLE:, PONDING Ri,/NOFF, OVERSPRAY ANO MISTING. ROBERTSON RANCH -EAST ARTERIAL STREETSCAPE 4. HOSE: BIBS AR/: STR!Cll.Y,PROHIB/Tcf). 5. ON-SITE: CROSS-CONNECTIONS BE:TWEEN RECLAIMED WA Tf:R LINES ANO POTABLE: WA Tf:R LINES IS STR!Cll.Y PROHIBITcOj \ 6. NO SUBSTITUTION OF PIP,i MA Tf:RIALS \ ~l BE ALLOWED WITHOUT PRIOR APPROVAL OF THE: CARLSBAD MUNICIPAL WA Tf:R DISTRICT. 7. ALL ON-SITE: PIPES SHAl,l HA VE: WARNING TAPE: PC/l CARLSBAD MUNICIPAL WA ll;R DISTRJcrs RULES AND RE(;ULA TIONS. B. THE /RR/GA TION SYS11;MS 5HALl RUN BE:TWEEN THE HOURS OF !O: 00 P.M. AND 6: 00 A.M. THE: FOLLOWING MORNING (SPOT IRRIGAT/011 COULi) 8/: DONE: AT A DIFFE:RENT TIME) WITH QUAUREO SUPERVISION P£RSONN£1. ON SITE 9. PROVID/: A MINIMUM OF AT LEAST 111 INCHES OF COVER OVER All WIRIN(; ANO P/P/N(;. 11}, NON-DESIGNA Tel) USE ARF:AS SHALL BE: PR011;C11;/J FROM CONTACT FROM RECLAIMED WATcR, WHETHER BY WINDBLOWN SPRAY OR BY 1)/RECT APPLICATION, THROUGH IRRIGATION OR OTHE/l USE:. LACK OF PROTf:CTION, WHETHE/l BY OESIGN, CONSTRUCTION, PRACTICE OR SYSTf:M OPfRA TION, IS STR/Cll. Y PROH/8/TcO. 11, IRRIGATION H,::ADS SHALL BE RELOCA 11;0 Oil AOJUSTf:O TO PREVENT DVERSPRA 'r1NIJ ON SIDEWALKS, STREET, ANO NOll'c-OESICNA TEO USE: AREAS. 12. RECLAIMED WA Tf:R QUICK COUPLING VALVES SHALL BE OF A TYPE: FOil TH/: USE ON RECYC!.£0 WA ll;R. 0/STRI/JUTION SYSTf:MS (SPIKE:S NOT INTf:RCHANGEABLf WITH POTABLE: WATER QUICK COUPLER SPIKES PER CARLSBAO MUNICIPAL WA ll;R OISTRICT RULES ANO REGULA /IONS). 1:1. MEll;RS SHALL BE: 5'ZEO BY THE: CITY OF CARLSBAD MUNICIPAL WA Tf:R 0/STRtCr. 14, ALL !RR/GA TION PIPE: SHALL Bl! $7E:NC1Lt0 WITH THE: WARNING "NON-POTABLE: OR RECYCLE:/) WA ll;R" COLOR-CODED (PURPLE) AND LAIi) WITH WARN/N(; TAP/: ANO STcNCIUNG OR!ENTf:/J TOWARD THI! TOP OF THE: TRENCH PER CARLSBAD MUNICIPAL WA Tf:R DISTR!crs RULf:$ ANO REGULA TIONS. 111. ALL POTABLE: WA ll;R ANO RECLA/MEO WA /1;/l PIP/NO SHALL Bl! INSTALLED WITH TH/: Sll;NC!L/N(J ORIENTcO TOWARD THE: TOP OF THE: TRENCH, 1 II. WHEN A PO TABLE: WA ll;R LINE AND RECLAIMED WA ll;R UNI! CROSS, THE RECLA/MEO LINE SHALL BE: INSTALLED WITHIN A PROTECTIVE: SLEE~ THE: SLEEV/i SHALL fXll;NO 10 FE,::r FROM <ACH SIDE:, FROM THE CENTf:R LIN/! OF POTABLE LINE:, FOR A TOTAL OF 20 FEET. 17. A 10 FOOT HORIZONTAL SE.PARAT/ON Bt:TWEEN POTABLE: WA11;R ANO REOLA!MfO WA11;R MAIN$ MUST BE: MAINTAINE:0 AT ALL TIMES. TH/: POTABL/: LINE: MUST 81[ INSTALLED ABOVE: THE: RECLAIMED UNE. . Ill. A MINIMUM OF 12 INCHES OJ' VERIICAL SU'ARATION BETWEEN /JI/LIT/ES MUST /JI! MAINTA/NtO AT ALL TIMES. . 19, Ot:VELOPER/CONTRACTOR SHALL CONDUCT A COVERAGI! ,rsr AS DIRECTED BY THI! CARLSBAD MUNICIPAL WA l1;R 0/STR!CT ENGINEER ANO THE: SAN O!EG() COUNTY DU'ARTMENT OF ENVIRONMENTAL HEAL TH SERVICES PRIOR T() ANY US/! Of' RECLA/ME:!) WA Tf:R. TH/: REQUIRED CROSS-CONNECTION SHUT DOWN TcST SHALL BE Bl! DONE BY THE: CARLSBAD MUNICIPAL WA ll;R OISTRICT AND THE: SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HCAlTH 20. QUICK COUPLING VAL \£S USED IN RECLAIMED WA Tf:R SYSTEMS SHALL CONFORM T() THE: FOLLOWING: RECYCLED WATf:/l -QUICK COUPLING VALVES USED IN RECLAIMED WA11;R SYSTf:MS SHALL HAVE: ACMf TYPE: THREADS AN() PURPLE: COLORED LOCKING COVERS PcRMANENll.Y ATTACHED TO THI[ VAL~ QUICK COUPl!Nf/ VAL V/i SPIKES SHALL NOT 81! INTf:RCHANGE:ABLE WITH POTABLE WA ll;ff QUICK COUPLER SPIKES. 21. THE: REQUIRED CROSS CONNECTION INSPECIION 1-17/.L BE: IJON/: BY EITHER THE: CARLSBAD MUNICIPAL WA TcR Of STRICT OR SAN DIEGO COUNTY DEPARTMENT OF CNVIRONMENTAl HEAL TH COPIES OJ' INSPECTION REPORTS WILL 8/: FORWARDEI) TO TH/: NON-INSPEr.;TlNG PARTY. 22. /)£'/ELOPER SHALL SHOW THE LOCA T!ON Of' R. C. SIGNS "DO NOT DRINK" ON THESE: PLANS. 2:J. AN ON-SITE: USER/SUPERVISOR SHALL BE: OfSIGNA 11;0 Ill WR!77N(;. THIS INOIVIDUAL SHALL BE: FI\Mll.lAR WITH PLUMBING SYS11;MS WITHIN THE: PROPE:RTY, WITH TH/l BASIC CONCEPTS OF BACKFtOW/CROSS-CONNECTION PR011;CTION, AND TH/l SPECIFIC REQUIREMENTS OF A RECLAIMED WA,rR SYSTEM. COPIES OF THE: DESIGNATION, WITH CONTACT PHONE: NUMB<RS SHALL Bl! PROV/0£0 TO THE: SAN DIE:GO COUNTY DEPARTMfNT OF ENVIRONMENTAL HEALTH AND CARLSBAD MUNICIPAL WAll;R DISTRICr. Ill CASE OF EMCR0CNCY CONTACT FRANK WAJERT AT (760) lJ0-9821 OR AF11;R HOURS CONTACT FRANK WAJERT AT (750}1J0-9821 2-1. SHOW ALL PUBLIC .t PRIVATE: POTABLE: WA 11;/l MAINS ON IMPROVEMENr PLANS. SIGNAGE NOTES THI! FOLLOWING GUIDELINES FOR THI! USE OF RECLAIMED WA ll;R ARE: TO B,:: PERMANENll.Y POSTED INSID/: THE [JOOR OF EACH CONTl'IOLLER WHERE: THEY AR/: EASILY V/SIBL/:. PLACE ON /J-1/,t" X 11• 5'ZEO SIGN. COLOR: PURPLE BACKGROUND WITH Bl.ACK LETll;R/N(;. 1. GUIOEL!NE:S FOR RECLA/MEO WA ll;R USE: A. IRR/f,AT/! BETWEl;N THE: HOURS OF 10:00 P.M. ANO 6:00 A.M. ONLY. WA TERJN(J OUTSID/: THIS TIM/l FRAM/: MUST BE DONE: MANUALLY WITH QUA1.IR£0 SUPERVISORY P£RSONN£1. ON-SITE. NO 5YSl1;1,/ SHALL AT ANY TIME: BE LEFT UNA Tll;NDE/J OUR/NG USE OU TSIIJ/£ TH/: NORMAL SCHEDULE. If, /RR/CA TE: IN A MANNE/I THAT 1-17/.l MINIMIZE: RUN-OF!'. POOL/NI;, AND PONDING. TH/: APPLICATION RATE: SHALL NOT EXCEEO THI! INFILTRATION RATE: OF THE SOIi. TIM£RS MUS1 8/! ADJUSTcO SO AS TO BE COMPATIBLE: WITH THE: LOWEST SO/L /NFILTRATl()N RATE: PRESENT. THIS PROCWURE MAY BE FACIUTATcO BY THE EfflC!ENT SCHEIJUUNG OF THE AUTOMATIC CONTl'IOL CLOCKS, {I.I!., EMPLO'r1NG THI! R<PEAT FUNCTION TO BREAK UP THE: TOTAL IRRIGATION TIME INTO crc1.,::s THAT 1-17Ll PROMOTE: MAXIMUM SOIL ABSORPTION). a. ADJUST SPRAY HEADS TO EL/MINA TE: OVERSPRAY ONTO AREAS NOT UNOER THE: CONTROi, OF TH/f CUSTOMER. FOR EXAMPLE:, POOL DECKS, PR/VA TE: PA nos AND LOTS, ANO STREETS ANO 5/0EWALKS. D, MONITOR AND MNNTA!N THE SYSTc/1 TO MINIMIZ/: EQUIPMENT AND MA ll;R/AL FAILURE. BROKCN SPRINKL,::R HEADS. LEAKS, UNRELIABLE VAL 1.£5, £;TO., SHOULD BE: REPAIRED AS SOON AS TH£Y BECOME: APPARENT. E:. THE: LANDSCAPE: CONTI/ACTOR IS RESPONSIBLE FOR EIJUCA TING EACH [MPLO'tff ANO AL~ MAINTENANCE: PERSONNEL ON A CONTINUOUS BASIS, RE:GAROING TliE PRESENCE: OF' RECLAIM£!) WA ll;R. MA/Nll;NANCE PERSONN£1. MUST Bl! INFORMED THAT WA l1;R IS FOR !RR/GA TION PURPOSES ONLY ANO IS NOT APPROVED FOR DRINKING OR FOR HANO AND TOOL WASH/NI;, £TC. (;/VEN THI! HIGH TURNOVf;R RA TE: Of' EMPLOYEES IN THE: LANOSCAPE: INDUSTRY, IT IS IMPORTANT THAT THIS INFO!/MATION BE: O!SS,::MINA11;0 ON AN ALMOSr DAILY f/ASIS. F: OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES ANO MODIFICATIONS TO ANY PRIVATE: ON-SITE: FACILITIES. SUCH CHANGES MUST BE SUBMITTED T~ ANO .APPROVE:0 BY, THI! 0/STRICT ENC/NEERING OFFICE: ANO DES!(;NEO IN ACCORDANCE If/TH DISTRICT STANDARIJS. 1. ALL RECLA/MEO WA Tf:R . SPRINKLER CONTROL VALVES SHALL BE: TAGGED WITH 10£NT/FICATION TAGS. A. TAGS SHALL BE: M:ATHERPROOF PLASTIC, .J"x 4~ PURPL/: IN COLOR, WITH THE: WORD~ "WARNING RECLA/MEO WAll;R -DO NOT DRINK" IMPR/N11;0 ON ON/! SJ[JI!, AN/) "A VISO -AGUA IMPURA-NO TOMAR" IMPRINTcO ON THE OTHE:R S/0/!. IMPRINIING SHALL BE: PERMANENT ANO BLACK Ill COLOfl. USE TAGS AS MANUFACTUREO BY T. CHRISTY ENTcRPRISES OR APPR0\£0 EQUAi. 8. ON/! TAG SHALL 8/£ ATTACHED TO EACH VAL 11; AS FOLLOWS; f. ATTACH TO VALJ.f' STEIi DIRECll.Y OR WITH PLASTIC T/£-WRAP OR 2. ATTACH TO SQLEN0/0 WIRE: DIRECn.Y OR WITH PLASIIC TIE-WRAP OR J. ATTACH TO VALi,£ COVER WITH [XISTING VALVE: COVER 80!.r. 2. All SPRlf/KL£R HEADS SHALL BE IIJENTIREO AS RECLA/MEO WA ll;R SPRINKLER H£110S. 2. £ACl1 AUTOMATIC CONTROLL£R ANO ITS ASSOC!ATc/J EQU/PMENr SHALL BE !DENT/RED WITH A SIGN IJ<ARING THI! WORDS "RECLA/MEO WA ll;R USED FOR IRRICA noN" IN ENGLISH AN/) SPANISH. WITH BLACK L£Tll;RS ,. HIGH ON A PURPLf BACKROUNO. THE: SIGN SHALL 8/: PLACED SO THAT tr CAN BE REAO/L Y SEEN BY ANY OPERATIONS PERSONN£1. 1./TIUllN(J THI! EQUIPMENT. ALL !RR/GA T!ON BACKFLOW PREVENTERS SHALL BE: TcSTcD BY A CERTIFIED rr:srr:R ANO RESULTS MUST /J/: GIVEN TO THE CITY ANO TH/: CARLSBAD MUNICIPAL WA l1;R DISTRICT. PIP/! BETWEEN THE: MEll;/1 ANO BACKFtOW PREVENTER SHALL BE "SCHEDULE K HARD COPPC~~ APPROVE:/J CONTRACT BACKFLOW 11;S11;RS CAN BE FOUND ON THE CITY W£8 5111; AT www.clcarlsl>ad.ea.us/pdfdoc.hfml?pid~J40 INSPECTION PROCEDURES: ,. INSPECnON OF THI! PROJ£CT SHALL BE: PERFORMED BY THE LANDSCAPE: ARCHtrr:cr OF THE WORK, OR !i!S DE:S/',NA TED AGENr. RE:FE:R TO THE: SPEC/FICA TINOS FOR THI! SC!iE:DULE: OF l?EQIJIRE/J INSPECnONS ANO REQUIRE!) SUBMITTALS 2/1. A PHYSICAL SEPERATION SHALL 81[ PROVIOEO BETWEEN ADJACENT AR.AS !RRICA11;/) WITH RECYCLED WA ll;R AND POTABLE: WA ll;R. SEPERA TION SHALL BE: PROV/OED BY DISTANCI!, CONCR£TE: MOW STRIPS OR OTHE:fl APPROVED METHODS. 2. FOLLOWING COMPL£TION ()F THE: WORK, THE: LANDSCAPE: ARCH/ll;CT OF THE WORK 1-17LL Cf:RTIFY THAT THE: INSTALL',TION HAS BEE/I COMPLEl1;0 BY SUBMITTING TH/£ "FINAL LANOSCAP/£ c,RnACA noN FORM". A REQUEST fOR A FINAL LANDSCA& INSPfr;;llQN BY ff c,n, AJUST ALSQ 8£ MAD/£ BY CALUNO THE !NSPECnON REOU£ST UNI!. /ll;MS NOS. 8, 19 .t 2.1 SHALL BE: REQUIRED JUST PRIOR TO TH/£ ACTUAL USE: 0, R£Cf.AIMEO WA ll;R. ITf:M NO. 22 THE: SIGNAGE: PLAN SHALL BE: PART OF THIS J.P. BUT THE: ACTUAL SIGNS .t TAGS WILL BE: INSTALLED JUST PRIOR TO ACTUAL US/! OF R.C. WA ll;R. GENERAL NOTES ,. PRIOR TO THE START OF GRAD/NI;, THE: APPL/CANT OR APPLICANrs AGENr SHALL OBTAIN CITY APPROVAL OF A CONSTRUCIION SCHE{)ULE: ANO/OR ,::XH/BIT OUll.!NING THE: TIMING OF THE SLOPE: PLANTING ANO !RR/GA TION, THE SCHEDULE: SHALL SHOW TIMING OF CONSTRUCT/OIi OF FREESTANDIN!;, R<TAINING ANO CRIS WALLS IMMEDIATELY AFTER ROUGH GRAO/N(J AS EACH LOCA TIO/I IS ACHIE\£/J. IRRICA no11 ANO Pi.AN/ING SHALL TAKE: PLACE AS (;RADIN(/ PROGRESSES. 2. INSTALLATION OF IRRIGATION AS SHOWN ON THE: APPROVED PLANS SHALL COMM£NC/: WITHIN 10 DAYS OF THI! TIME: WHEN EACH SLOPE: IS BROUGHT TO GRADE AS SHOWN ON THE: APPROVED GRADING PLANS. J. PLANTING ANO /RR/CATION FOR THE: SLOPE: AREAS SHALL Bl! COMPLETUY INSTALLED, AS SHOWN ON THE APPROVE!) PLANS. WITHIN 30 DAY$ AFll;fl TH< IRRICA TION RRST COMMENCES. 4. WA TcR S,::RVICE (POINT OF' CONNECTION) !NSTALLA noN, ll;MPORARY OR PERMANENT, SHALL Bl! IN PLACE: TO COINCIDE: WITH Pl.ANTING TIMING SPEC/Ff[{) IN S[CTI0/1 E.J-1 "FINAL LANDSCAPE: C£RTIFICA TION FORM" FAX TO: 780.9H.894.J tANOSCAP/: INSPECTION REQUEST PHONE: UNE: 780.802.460:t DEVELOPER'S NAME & ADDRESS: GALA VERA HILLS II, LLC 2750 WOMBLE ROAD SAN DIEGO, CA 92106 PHONE NO: (619) 477-4117 FAX NO: (619) 336-3010 . COUNTY OF SAN DIEGO REVIEWE0 CARLSBAD MUNICIPAL DEPARTME;NT OF ENVIRONMENTAL HEALTH /~C--c.- GLENN LEEKS TYPICAL SIGNS JN ORDER TO CONSERVE WATER ... RECYCLED WATER IN USE DO NOT ORJNI< NO TOME El. AGUA "t-~l--07 DATE: WATER DISTRICT ~,~ttNCHECKER ?l-5-'2007 ~-z~-!llic22 PATE: ~-2,~•12 WLYMeA6tMER1i.F111 DATE: DEPUTY CITY ~NGINEER EXP. 3/311D8 . BLACK LOOO PURPLE BACKROUND 3 r /1• BLACK LETTERS (N. T.S.) WARNING RECYCLED WATER DO NOT DRINK ECYCLED WATER WASH HANDS AFTER CONCTACTING P.E. WJ.Ll. GONSTRVCTJON Pl.ANS TITU: 91EET CONSTR\JC110N S,EClflCA1\()N$ CONSTRVCTION Pl.ANS CONSTRVCTION J)EfAILS MONUMENT Pl-At.IS Cot,1S1RIJC1ION MA1El\\AI. It SPEClflCATION'5 SHE.ET N\.lt.115~ Fl r2 SHEET NVM&R Ml M2 10/25/38~ COtJSTRIJC.110._, OE'TAIL1 M7-M9 9/24/31 8/23/36 ___J 12127/40-7122/35 11126/39 _____, • -----------. e-515"-f / ------' ---~-------~ ------6121134 \\ (.,...,. "' ' " 5/20/33 I r • J ,, ,__ 3/ 18/31 :~. 2/17/30 '.___ DECLARATION OF RESPONSIBL/: CHARG/!: -4/19/32 MASTER HOA RESPONSIBLE FOR TT-fE MAINTENANCE OF ALL PLANTED ANO !RR/GA TED AREAS SHOWN ON THESE PLANS I H£REBY DECLARE: iHAT I AM LANDSCAPE: ARCH!ll;CT OF WORK FOR THIS PROJECT, THAT I HAl1: EXERCISED RESPONSIBL/: CHARGE: OVER TH/£ DESIGN OF THIS PROJECT AS OEFINEO IN SECnON 670:J OF THE: BUSINESS AND PROFESSIONS COOi! AND THAT THE: DESIGN IS CONSISTf:NT WITH CURRENT sTANDARDs. 5_.,,_, o,er..o Cot,Alli 0 I UND£f/STANO THAT TH/: CHECK OF PROJECT DRAWINGS ANO SPE:CIFICATIONS BY THE"ctTY OF' CARLSBAD IS CONFINED TO REVIEW ONLY ANO OOES NO r RELIEVE: ME:, AS THE: L/CENSEO LANDSCAPE ARCH/Tf:CT OF WORK, Or MY RESPONSIB/LITIE:S FOR PROJECT DESIGN. THESE: Pl.ANS HAVE: BEEN PRE:PARED Ill SUBSTANTIAL CONFORMANCE: WITH THE: APPROVED LANOSCAPE CONCEPT PLAN, WA 7l;:R CONScRVA /ION PLAN, RR/! PROll;CTION PLAN, ANO All CONIJ/TIONS OF APPROVAL RELATING TO LANDSCAPING FIRM NA I! st AODRESS: HOWARD ASSOC/A /ES, C., 2B35 CAMINO DEL RIO SOUTH, SUITE: Z1D, SAN DIEGO, CA 92108 .... 0 JOHN W. OWARD, LANDSCAPE: ARCHITT:CT RLA 2979 PHONE: NO(S): (679) 118-9680 DATT: R£GISTRATION NO(S): RLA 2919 EXPIRATION DATT:: 7/:31/08 FAX (619) 7111-9589 "AS-BUILT " BENCHMARK: DESCRIPTION: STANDAR{} 11-1() STR£ET CENTERUNE lllli MONUMENT LOCATION: CENTERUNf OF El CAMINO REAL EXP. DATE AT ENGIN££R'S STATION ~54+92 PER R.S 1800-1 c# • CITY ~ --' .Al , ... ' ~"-m VICINITY MAP NO SCALE F £J'IVl~Al,._!)lt>.L, \\,~T' _.,A.Ii> DATE, 2/01/01 • ♦ HOWARD:: DRAJ,,IN BY, C-<:;/MM/JEH ♦ • JOB NUMBER, 2100,:;b ♦ • • ASSOCIATES• FILE, • • • • landscape architecture ~l• 2!1111 REV151ON$, 8880 ria aan dli:;::a ddve auitc 350 aan dii:ga ca g21os 5UI 71B %60 . WAS~ liAIWS AFTl:R CONCTACTING LAVESE SUS MANOS DESPUES DE USAR L VESE SUS MANOS DESPUES DE USAR REVIEWED BY! 18" X 18" SIZE 032 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS z• BLACK LETTERS 1 • BLACK LETTERS 12' X 36" SIZE .D32 ALUMINUM, .060 ABS PLASTIC OR STICK-ON VINYL SIGNS INSPECTOR RECORD FROM: DATE ELEVATION: COUNTY BENCH LEVELS {Na COUNTY 'ff:RT. CONTROi. DATA) fJIJ. ~lfl DA TV!.I: 1/. S. C. ct G.S. DAlE INITIAL OAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL SHEET TITLE SHEET NUMBER TITLE SHEET 1 IRRIGATION PLANS ·. 2-12 IRRIG.' LEGEND, NOTES . 13 IRRIG. NOTES & DETAILS 14 IRRIGATION SPECIFICATIONS 15-16 • PLANTING PLANS 17-27 PLANT 1.EGEND & NOTES . . 28 PLANTING SPECIFICATIONS 29 CONSTRUCTION PLANS 30-40 ' CONSTRUCTION NOTES' 41 CONSTRUCTION DETAILS , . 42-43 .•· INSPECTION PROCEDURES 1. 2. CITY CONSTRUCTION INSPECTION SHALL INCLUDE:; LOCATION OF PIP/: LINES. TRENCH DEP T/-1. . REQUIRED SEPARATION (HORIZONTALLY AN/] VERTICAll.Y). PIPE: ID<NTIFICATION. . · POINTS-OF-CONNECTION (Poe's), LOCATION ANO /[)£NT/FICA TION OF SPRINKLER HE:AOS, . A. 8. c. a. E:. F. G. WARNING SIGNS AT Tl-11! SITE AND ON Tl-1/! TRUCKS HAUL/N<J REOLA/MEO WA /ER (IF R£Cf.AJM£0 WA /ER IS USED FOR CONSTRUCTION), AN APPROVAL U:TIER REGARDING THI! INSPECTION OF THE: PROJE:~f SHALL BE: OBTAINEIJ FROM Tl-1/l CITY AND THE: DISTRICT, AND BE: FORWARDED TO TH/£ SAN OlfGO COUNTY IJEPARTMfNT OF £NVIRONM£NTAL HEALTH ,, PRIOR TO FINAL INSPECTION APPROVAL. ,. , 1, DISTRICT FINAL INSPECTION SHALL INCi-UDE: ,, A. f COVERAGE: /EST, A~TT:R COMPLE:TION 0, THE: SPRINKLE:R SYS/EM; J' .J. B. c. o. E:. F. TO DE:IERMINI! TH/£ AO,::QUACY OF COVERAGE: ON TH/£ APPROVEIJ USE: AREA ANIJ PROTT:CTION OF AR,::AS NOT APPROVED FOR R,::CE:IV/N(J RECLA/MEI] WA IER, WARNING SIGNS ANO LABELS. QUICK COi.iPL/NG VALVES. ALL ASPECTS Of' THE: /RR/GA TION CONO/TIONS INCLUDING WINOBLOWN SPRAY, RUNOFF, AND PONO/NG. REQUIRED PROTT:CTION OF All RESIDENTIAL ARE:AS. R,::QU/RED PROIECTION OF WELL. STREAMS, RES,::RVQ/RS, ,::re. ' G. CROSS-CONNECTION. ANNUAL INSPECTION SHALL /Nct.UDF: A COMPL/£TE: INSPECTION WHICH SHOULD COVER PART Ai PARTS ANO PART G OF THE: DISTRICT FINAL INSPECTION. REVISIONS MLJST Bf APPROVED SY PUBLIC HE:AL 7r1 £NG/Nf£R, CITY.·· ENGINE£R & DISTRICT ENGINEER PRIOR TO IMPLFMFNTA T!ON IN FIE:LI). KEY MAP LEGEND XtXX ,RRl<::;ATION 5HEET NUMEIER/PLANTIN$ 5HEET NUMEI ' FIRE; HYDRANT POINT OF C.ONNEC.TION FOR REc;;.Yc.LtO V'lAT (METER AND EIAc;;.KFLOJ.i FRi;:VENTION) "DO NOT DRINK" 511SN LOPATION~ ALL PROPO5ED PLANTED AREA~ TO U5E REC,YC.LED V'lATER -' -' --REC.YC.LED V'lATER MAINLINE: SUBDIVISION BOUNDARY. ....... . --------- LOT LINE .... RIGHT OF WAY. ' ---- CONTOURS. ............... . FIRE HYDRANT. . ... . . . . . . . . . . -I ' STREET L/GHf . . . .. ' .. ' . ' .. ~ ' APPROVED FOR ~~SC-toe PLANTING '. ~-,,.~ I; §~ -~ .. ,,:::. AND IRRIGATION ONLY, [;3 ~ ;;~ er -l'JiATU, -< INCLUDING PRECISE .,.. ;..-2, * * o1\ ;&!~& /~ LOCATION OF PLANTING ~~ EXP. DAit ..,<~ OF c/\\-1~ AREAS. .. ill] CITY OF CARLSBAD SHEETS ~13 1 PLANNING DEPARTM.ENT LANDSCAPE Pf.ANS FOR: ' -" ROBERTSON RANCH I , I , .i' ARTERIAL STRfETSCAPES, I APPROVED r1..L£<r.~t ' -~ ~-0"1 DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. DAlE INITIAl CHKD BY: CT 02-16 . 43.J-6M CITY APPROVAL RVWD BY: , ; ' I ' -------------------------------------------------~~---~-n-------~ ~• J , LIGHT POLE · V1'Lvt:~ 1( 1-W . QC/ I- Encl Main Jf J2 J3 J4 I~ ------\-----------172'----------------lf,-:2' 2' 2' 2''+-:J--.1'- ,-UBDJVISION 1 OUNDAF?Y ,o.e 6t>.O ~} "' ~ "'"'~ ~ -,A<---,1-------"--c:--7fl , ; I 56.0 S/4 I" 1-1/4" • • CANNON ROAD MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY 4:,.t, ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. _cML------i114'---->,,-----,Jf-':,Z. 2' .____ ---QC H30 \ \ · EXiST!NG SOUNDWALL " 1'' 1-1/4 6113 !5e.5 '4' NO /RR/GA T/ON ONE (JNCLU{}/NG MO RB) /RR/GA 110/11 HEA T ALLOWED IN TH A CONTRACTOR 7i LD NOZZLES TO INS PR COVERAGE ON -S OU OVERS/>RA YON -86'------~2' 3'-#----30'-----JI----~ QC/ BV EndMaiii • """' APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BV 1012e1,o:: HOWARD:: DRAl'+I 6"1", c:6/l+tl.E-t •+,,ASSOCIATES"" J0e MJl-,EIER, ::Hoo.!16 DATE, -4 J;:. FILE, ,. !,F landscape architecture rla 2!i'l9 8&a,o rio-~•n diego drh·e 1111ite 35D 91111 dio,go ""' t:21011 filQ 718 9660 "'=VISIONS, H29 H28 BV ·-2'F0Ge-_ As..Suilt Legend BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve REVIEWED BY: H:k-{ &.~..., l\- INSPECTOR "" I \ ~ VALIIES1'FW ~V PULLBOX 'J''...J1--r-...ic., . ' / ............ '-'\ ---------' / ', ---------\ ' ---------+-----------.,::::-135'-----------.,__z 3' 3' I" /- ' LRovv I'' 6/4 10' 2' 1'FDGC --------- 1-1/2 1-1/4 !5.0 J-5 -,1 ,-~, ,-, , \_-f --. 6/4 Main 1'FDGC-~ I" I" ,Ro1,v r5t4 / J-t, i I / \ .,.7 ~-._ -----}r'.__, -- i BV I \ I ;;,, --..v--~ ·f I /Jj f " / -. -#------------136'---'--------=-.~+--,------------145'------------"'..,--+il''-#--- / QC 8\1 , , QC-B'V v,.' 1• i=nr~ \ l 1' F~ \ o H)' Scale 1 = 20' North I SEE SHEET 17 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS CG IRRlGA TION REVISION 11115/07 l:rJI trrY oF CARLSBAD II SHEETS I CG ~15/08 ,_ JH IRRIGATION REVISION-REMOVED TUAF 6118/0I PLANNING DEPARTMENT 63 IQ-¥>:IO DATE DATE BENCHMARK: llESCR1P110N: STAltfMlil) 11--10 SlllEU CENTERLIE IEI1 IKIUENT LOCATlON: CENTEJUIE fF U CMl#J li£Al AT ENfilNEIR'S STA 1Tai 45#92 PCR H.S /60()-1 RECORD FROM: cot/HrY BENCH lE.U.S {NO. COIJNTY !£RT. calTRa. lM TA} lliVJ\TlON: 68.479 lMllMI: tJ.S.C. it GS. H\ - D,lilE -EJrQNE£R ,y: WORK RECORD DRAWINGS 1D/211110 ' Dol.lE INllW. REVISION DESCRIPTION ' antER- Af!l'K.:4f/ON !'WIS FOil: ROBERTSON RANCH ARTERIAL STRE£TSCAPES 1= rt~~ ~-~1\--I (1'.. • g..l ;;:, DATE I DWN Br· 11 PROJECT NO. I DRAWING NO. D,1.1&: INllW. CHKO BY: CT 02-16 crrv-. RI/WO BY: 433-6M CMWO \ ) \ \ QC J10 V Valves 2' behind bus stop CO,'/Cie/e pad J11 J12 2' 3''-Jl.'------70'--------I{-- H/2 BV bQ• ~ ---+-----90'------.I'-~' l /i . T RM DRAIN FASEfvfENT . r~v.2 1 11M -·· · C.ONTRAC. TOR SP NS/ LE OR ALL NEC.ESSARY C.ONNEC.TIONS A D A RIA S FROM CONTROLLER 'I' t 'J' TO ELEC.TR C. TE PRbPOSED@ STA. IB5+25 r·SL.lBD!VlSJOfJ i B ., ! u Irrigation Controller 'J' 7' MA . H/4 ~ 151' to next H/4 \ ,._o/ ... ~ <:f, \""' .,<.•:;········· ·,, (, -·--~-- ' • i ,/_ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1-1/2" Main 1' FDGC---' 2-1/2 Main 4' Behind Walk ,""'=2=.1 ~J-_1_2-J CANNON ROAD 64.3 J-11 2" .2-11.2-d 24" NO IRRIGATION Z< NE {INCLUDING MOW CU 13) S/4 SI 2" 12.2 2-1/2 1-1/4 I" 2<1.<I 99.1 62.<I I" I" I" S/4 Main 2' FDGC---' 3,; ---=-----, VEi="c5R CON::;;-:::. -~~r:1-, rs.OL YI/IRE 'r, - ' '"'( I 1 I /i -1--29'-------,r-3'--,ir---6()'-tl--l- BV 1'FW Pullbox ' ! . . \ End Sfesw, 16' from Street Cutt, &gin Sleeve 2''-l'--,11-3'·--K---23' SlnJ6t Light _,.,,>, Pulfbox MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY 1 ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. Controller 'H' Fite 90° Comer of WaHf --,IL--32'---,IL---,IL-2' ROlo/ ';:;/ 16' from Stmet Curb Stop Light Main 11'FC IRRIGATIONHEADSN T SPONSIBLE FOR ALL NEC.ESSAR ALLOWED/NTH/SAR ND MATERIALS FROM C.ONTROLL R H H/4 EX!S'TiNG SOUNDWALL \ -#---59'---4""-f'.¼-il<---i----~63'-+-------' 2' · ---CONTRACT~/f&F1 8 Afllit14'1'-· --... METER PROPOSED @ STA. IB5+2 COVER w,•,t,,rt IT ----!=:;;;;;.;~;:::_:....;~~-~--;;:_-_;;;-~----~~~/_:.:;,._,,;.._.::._".;..~=-.~:._;_...:..;_ .:.:.-=+-' OVERSPRAYONTOD TRA ----- ----144' to next ac---,,,....;3''-,118~----84'--,,f'-~'--+-----64''--------1-2' 4' QC H27 BV H26 BV QC H25 Vahes 2' FDGC 2' FDGC Valves 2' FDGC -. ,._,__, . ._ .,,,:~;;:,l:F;,_~:·: ·-. , , '""-""·:·· I .~· ----L\.. .. DATE, 1012e110 : : H Q W A R D: ; ~ e,y, G61MM/itf "',,,ASSOCIATES:, J0e ~' 210036 ,,, -~ -k .,. landscape architecture FILE: ,1 .. HU 8880 rlo san dlego <I.rive •uite 350 aan d1e1:o ca 92108 bl!al 1111 9bMI REVISIONS, As.Sulit Legend BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve "AS-BUILT " ~~-Fl~ REVIEWED BY: b~.( 6r ·E::1\-J\- INSPECTOR IQ-Jo·\Q DATE tz,.· ~ ~,o DATE POINT-OF.C.ONNEC.TION # 10 @ STA. 19 + ·TO BE A l,-r/2".Rf:C.LAlMEV ¥.A 1'.ER -¥1= Vi/TH A 2" ,REDUCED PRESSURE BACK LO p TE 142 PSI AT ELEVATION 54'. SET PRESSURE REDUCER TO "15 PSI. C.ONTRAC TOR TO FIELD ADJUST AS NECESSARY FOR OPTIMUM PERFORM E FOR PRESSURE CALCULATION SEE SH ET IB -, )c._ -,_ ~'_;,-.-./ I I I I //1 ''·,,) --K-------78'------.-+-3' 16'-#-I I BV H24 BV Con,1ro11is, 'H' I I BENCHMARK: llESCRIPTION: STNIONilJ 11-10 STREET CCNlCRllNE IIElL IKNIIIENT LOCATION: CCNTEJUtC (T El ~ li£Al. AT EN61NEE1l'S STATION -15ff92 POt R.S 1600-1 RECORD FROM: CO/JNTY llCNQ{ LE'Ll.S (NO. CO/JNTY /£HT. Ct:Nm<X. DATA} ELEVATION: 611.-179 OAnJM: 11.S.C. ,t GS. 2' FDGC 2'FtxJt: CG • ' I -Added Entrv Monuments CG ~ .JH IRRIGATION REVISION-REMOVED TURF -REVISED ENTRY MONUMENTS -RECORD ORAVJIIIGS lll,l£ INflW.. ENGINEER Of WORK REVISION DESCRIPTION FWt 'End PO it O CONNECTION# "I@ TO B~ 1-1/2" RECLAIMED l'iATER HETER l'ilTH°\+ " REDUCED PRESSURE BACKFCOV'l. PREV~ R. STATIC PRESSUREAT METER= 142 PS AT ELEVATION 55'. SET P'FJ:e~SURE REDUCER TO 110 PSI. CO ,.TOR TO FIELD ADJUSTiAS NECE SA~Y FOR OPTIMUM PERFORMANCE North 0 60' i Scale 1 = 20' i I SEE SHEET· 1 a FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 11/15/07 tr 11 CITY OF CARLSBAD II SHEETS I 411!5/08 6/11108 PLANNING DEPARTMENT 63 -/lfJflGA TION !'WIS FOR: 11W211110 ROBERTSON RANCH ARTERIAL STREETSCAPES 1=0 tr.if ~ ~ . i::\l-4>-ft-I lt.·~-10 DATE DWN BY: I PROJECT NO. I DRAWING NO. lll,TE INfTW. lll,TE INl1W. CHKD BY: CT 02-16 OTHER N'f'f'.fNM. CITY-_ RIIWD BY: 433-6" CMWD __ -_ I l ' ' 61.1 12.2 1' FW QC BV QC ---------------153'--------------#-3' ; , · FUTURE SOIJNDWAU TO BE INST4LLED WITH PA 15 SDP 06-04 1-1/2 2" 68.4 68.6 1-4 2" 62.3 60.8 65.1 1-6 .2" VBIVes 1' FW BV 14 /5 16 17 18 BV QC 1' FW BV 3''-J!------------15T-----------..tt-- 40'to I H/4 1-1/2 / 7'-------'95'-------, 3' 2' 2' 2' z r--35'--zlf- ~· FUTURE SOUND WALL / TO BE INSTALLED WiTH PA 21 .. CT 06-25 QC 2' nextPulll Box :3/4 I" I" 1-1/4 " I Main t'FW \ I" I" :3/4 :3 4 I" S/4 2" 1-1/2 H/4 ' ,·' I -.... ' .. 1-1/2 1-1/4 ---- I" :3/ L.sTOR.'vl RAI [ASEM NT +-----120'------#-3' ___ 93' to next __ ----,,1._ , 3' 2'2'2' Pull Box BV 11 12 13 QC Valwls 1' FW ,f V :' ,,,'' (., CANNON ROAD 61.5 I , .. -· • ,·ROW 3, 2-1/2 4' H23 BV 1'1:C. 33' 1-1/4 El 45' 3' -· (JC 1'FC BV QC 1' FW APPROVED FOR PLANTING 10/28/10 ,, AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~-------,,- • DRA1'+I BY' G6/MM/..EH "'' •k ASSOCIATES e JOB NUMeEIII., 2100.!16 FILE, REVISIONS, I " landscape architecture rla 2919 8880 rio ~a.n dlel!lo d<I-..,, a,.11,e 350 san die~" ca 92108 619 718 '1661) .3/4" 65.3 H-21 62.6 H-20 2" .2" Main2'FC :3/4 I" 2-112~L_ <>---2-112 • 1-1/2 1-1/ SOUNDvVALL X. 8' QCH22 H2i sv· As-8uilt Legend BV ~ Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC ~ From Curb FSC -From Street Curb RCV -Remote Control Valve 2'FDGC 1-1/2 24" NO /RR/GA TION ZON (INCLUDING MOW CURB) /RR/GA TION HEADS NOT 113' ~~~~~':6;~~:::~ Ai5JfJST NOZZLES TO INSURE PROPER COVERAGE ON PLANTS WITHOUT OVERSPRA Y ONTO DG TRAIL 1.2.6 : -r-_-_f .. 7 --- , ✓-- j .2.5 H-18 ,. 2'FOGC POINT OF CONNECTION#-e,-@ SIA 142+52 TO BE A 1-1/2" RECLAIMED V'lATER-METER" ~ITH A 2" REDUCED PRESSURE 6ACKFLO~ PREVENTER. STATIC PRES5URE AT METER= IB"! PSI AT ELEVATION 62'. -1.". 12 I FOR PRESSURE CALCULATION SEE SHEET IB I SET PRESSURE REDUCER TO 110 PSI. CONTRACTOR TO FIELD ADJUST AS NECESSARY FOR OPTIMUM PERFORMANCE -1-112 15.5 -- :3/4 S/4 I CANNON ROAD H-11 I " 2'FDGC -; _4 7 :' "--f' j North Main2'FC S/4 60' Scale 1 = 20' i I SEE SHEET 19 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS "" CG ~· -Relocal!ad PA 21 Cor,nediou 11/15/07 : PLANNING DEPARTt.lENT : 63 WI CITY OF CARLSBAD II SHEETS I INSPECTOR IO -::,t)-10 DATE DATE BENCHMARK: DESCRIPTION: STAHOMD 111-10 SlREET CENlEl/l.JN£ I/Ell ltDtlMNT LOCATION: CENTEIUIE fT EL CAMINO REAi. AT ENQN£ER'S STAllON -15#92 PER H.S 1/KXl-1 RECORD FROM: COUNTY BENCH lEIEl.S {NO. COLNTY IERl caiTRa DATA) ELEVATION: 68.-179 OAllAI: 11.S.C. ,t G.S. CG 411Ml8 ' JH 6/18/08 -RECORD ORA\WIGS 10121!110 °"TE -°"'IE ... _ ENGIN£Ell OF WORK REVISION DESCRIPTION OTHERAPPRO\IAL M'IIW.4TION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES 1= f1'..:fj ~-~½ I ['Z.·'i:>1.o DATE I DWN BY: II PROJECT NO. I DRAWING NO. °"TE -CHKD BY: CT 02-16 CflYN'l'ROfAL RVWD BY: 4JJ-6M CMWD • 2'FW ,Hr~--BV QC 2'FW 2'FW 1'FW BV 110 111 QC Valves2'FW 2'FW 4o• lo QC;------,11'-2'·~----103'------,¥--3' 2' 2'',f--------?Z'--------,iBi<-V 3,..,11,.,..2 ________ 75 , 90• BV 113 114 115 116 BV QC I ----------.l''---41•·--r<-3' 2· 2' 2•·--1---4r----.i<-3' ;-FUTURE CONNECT/ N i TO BE INSTALLED MA rcH LINE SEE SHEET 1 ...... 2 - 1-i/ a N 9/4 N 10.:1. I-Cf 9/4 Jl=-1lfcto 2' BV QC 2'FDGC j{ I ., \ APPROVED FOR PLANTING :2" AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. l;l/lTH PA 21, CT 06-5 1-1/ 1/2 1-1 I ' .. 1-1/2 2' I" 9/ I -1/4 9/4 " 9/4 ----- !54.:1. ___ J 102' DATE, JOB MJM!!!ER, 2100.!16 <{I: ;,;, FILE, 11.e L H-16 1-1/4 1-1/2 I 1;'-4 4' BV H16 2'FDGC 9/4 I" ::z• 38' HOWARD:: "ASSOCIATES+ ,. ,, landscape architecture 81180 ri" &a.n dlego drive au,te 350 aa.11, dic1a e-. 92108 619 'fl.8 !lt,00 l"EVISIONS, ---- 56.6 9/4 - 1-1/2 109' 1-1.:2 .:2" 1' from 8ither W11r1k 9/4 ,·FUTURE SOU DvV4ll : TO BF !NSTA LED VVJTL-Oil ,-:,1 ~ ,,,. ?""1,<.~ ' 111 le, -I () I" H/4 fil 14' CANNON ROAD il.S 11.5 46.:2 1-15 96.5 :2· • '7 / ~f:_) ' 1-16 1-112· '-. STORM DRAIN EASEMENT Main2'FW ,r-----------124•·------------i--r QC PuHBox SIINtLight MAINLINE AND VALVES SHOWN ! ONLY. WHEN INSTALLING PLAc': STREET FOR GRAPHIC CLARITY 13'mxnstrHtcurb \ PLANTING AREAS OUTSIDE O MAINLINE AND VALVES IN 'F THE STREET RIGHT OF WAY. 68.1 H-1:2 2-1/2 2" 3' 2' 2'-,f----30'---,l'-2' BV H15 H14 H13 BV Val\las 2' FDGC BV 2' FDGC As-Built Legend BV -Ball Valve QC -Quick Coupler FW -Freme Walk FDGC -From DG Curb FC -From Curb QC FSC -From Street Curb RCV -Remote Control Valve 9/4 "AS-BUILT " BENCHMARK: .:2" QC FIIDH:,dlant H12 Main2'FDGC l:1L4 I" J---- ' -- ' I I I I \ ' ' \ I ' I \ ! -~ I 9/4 .J I' ----- 9/4 --------------3,-t-.136'1~ l-=c-:22"4t"1NOWJ11/R'i'l'Rm,GA::irnnoroN<r.Z'710N'"""ec-·--:'c-7Q-+-+------. QC BV (INCLUDINGMOWCURB) 'EX/:::,T/ IRRIGATION HEADS NOT SO 2' FDGC ALLOWED IN THIS AREA UN'Of,1¥.J,l<--------74'-----+3'·-,Jf------81''------,:=,--.IJt-., CONTRACTOR TO FIELD ADJUST QC ----... NOZZLES TO INSURE PROPER H12 BV 8V -~ COVERA~"JNPJYWJ~HOUT 2 , FDGC ---2' FDGC "-.,,_____ ______ OVERS R4YONTO DG TRA'fL---6' V-=~=,,,.__---- 156'--r------------Jt- I" 9/4 \ BV 20' North I Scale 1 = 20' I SEE SHEET 20 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS , CG . . -Rab I d PA 21 Cor ■Nldioo 11115.'07 W CITY OF CARISBAD Lill 1--' CG Added Entry Monument -4/15/08 JH ll/18/08 PLANNING DEPARTMENT 3 '"' MM REVISED ENTRV-.iMENTS -Ml1'Jl'.,4TKJN Pl.ANS FOi?: M MM RECORD DRA'tllflGS 10/2ll/10 ~.,,.,rd) . P.E. ---EXP. :!A/:>! /II DATE DESCRIPTION: STANONiO M-10 STREET CEN7ENUN£ #E1.J. IKNJIENT LOCATION: CEN1EJIIME Of' B. CMllitJ REAi. AT E>l61NEER'S STA 1/at ~92 POf R.S 1(1(}(}-1 ROBERTSON RANCH ARTERIAL STREETSCAPES I =D 1-r:_q ~-E:tl A= /?,-~JO I REVIEWED[: t-Lz<':\ . ~ ~ INSPECTOR RECORD FROM: Ctx.NTY BENCH I.OE1S (NO. Ctx.NTY 'tEHT. calTROL DATA) ELEVATION: 66.i/79 DATIJII: II.SC. .t C..S. lll>TE INfTW. lll>TE INITW. ENCINEER OF lll0RI< REVISION DESCRIPTION OTHEJI N'f'fl.f:NN.. DATE I OWN BY: 11 PROJECT NO. I DRAWING NO. Ot\TE INl1W. CT 02-16 CIIYN'PRO/N.. CHKD BY: 433-611 RVWD BY: CMWO __ -_ -t: U,) w I ' ' Main2'FW APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. _ S/4 1-1/2 I-Ii 2" I-le 2" 72.1 / ,~-,; ( --· ,, Main 1'FDGc MAINLINE AND VAL VE DNL Y. WHEN INS S SHOWN INS 1?EET F, PLANTING AREAS ~L:/st;g PLACE MAINLINE A~~ ~~~~C CLARITY £ OF THE STREETR''G •c:S IN 1· HTOFWAY. 1-1/4 ___ 136'to next Qc;.---.,;...3,_,,... __ 34, -----....______ BV QC ---.,,..2'~------------===------==::::::-- BV H11 1-1/.2 -~:-:-6_='_-"1~-H--l-l 4 ---~F--_ 1-1/4 ::l/4 3/4 BV QC 2'FDGc I" 3/4 I" 1-1/4 2-1/2 12.5 1-20 1-1/4 165' -1~ 1-1/2 I" Main 1'FDGc 1-1/4 /" I" _J _>"' ,5) ...> ,re,-.. 1'FW 93' BV 121 Maint'FDGc 3' -.-1"'17'2 -2",--J: '--ROW l-21 CANNONROA0---+-2 ,-,➔ ! j 55.e H-10 62.6 64.1 2" 1-//4 i I" : ! l_ __________ _I H-e 41.1 2" 2" ., t ~ <9 -~ _> :96' _><'-• u '5< 1' ·cav 124 123 ·6 125 BV 3" 21'to,. 50' 2' 3' 19' BV ;,-t/Z----.,•, ' 9 " " I" 2-1/2 !56."I 62.I 12.6 1-25 2" 2" 41.1 H-6 2" 3/4 314 -24"NO!RRIGATIONZONE --1- \ (INCLUDINGMowcuRs• '--1'-+-4'.__+-'-~E~x::;,1s~~~fN~Gk:------~l~RR~1GA~r.~~~~1r--•--1-r1---. ;J.f DWALL OWED!NTHISAREA 3' 2' 2' 2' ES TO INSURE PROPER COVERAGE ON PLANTS Wm ------------_______ BV H10 H9 H8 HT QC ---------60. 'j/!,'J.Ji_RACTOR TO FIELD ADJUST t OVERSPRAY ONTO DG TRA1":°UT ---1---1----+~ s· z...,,....._ 54• to I nextB•~➔ 1012e110:: HOWARD: .. : DRAl'+I BY', G6/MM/..EH DATE, JOB t<IJMeEI'., 2100.!16 FILE, REVISIONS, ~ ,ff: , ASSOCIATES,. ,. & landscape architecture Tia 2919 8880 do*"" dle1<> ddv,o suit~ 350 •an dle111> ~• 93108 619 718 9660 As-Built Legend BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve "AS-BUILT " ~ •• ud. P.;(__ EXP ::::tJ>• l n INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STNIIMRO 11-10 STREET CENlERUNE #Ell IIONtllENT LOCATION: CENlE/UE <TB. CMlliO liEAl. AT £NGIN££R'S STATION ~92 l'fR R.S 180()-1 RECORD FROII: COUNTY llCNCH 1£1£1.S (NO. COI/NTY 1£/?T. calTRa DA TA) ELEVATION: 68.~'19 DARM: 11.S.C. ,t GS. CG -Added Enlrv Molunenls CG JH MM REVISED ENTRY MONUl,ENTS ~ MM RECORD ORA~ IMTE -ENGINEEIIOF-REVISION DESCRIPTION BV H6 QC V 2'FDGc I sEE SHEET 21 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 1111~7 W CITY OF CARISBAD Lill 4115.'08 &'1&'08 PLANNING DEPARTMENT 3 9l30I08 llflWG.4TION !'I.ANS FOR: 10/28i10 ROBERTSON RANCH ARTERIAL STREETSCAPES l=rt:.il ~-e\\-* !-Z.-~ I DATE I OWN BY· 11 PROJECT NO. I DRAWING NO. DIITE -DIITE INITIAL CT 02-16 01HER Nfl«HN.. CRY AJ I ROW.L CHKD BY: 4JJ-6M RVWll BY: CMWD ..t:: uJ \.).) I (Q ..... w ~ ltl Cl) ~ --' rs ~ ~ / ' I ' r VES 1'FDGC 126 QC END OF M.1f/j_ _ . .ll'AL\4~1'·••,.A'9:1EG7"0' ... ---.......... ..-VAL. S 2' FDGC -__ ,,., •.... ' ···-~ o••-- BV BV 022 QC 90" -3' FW STUB FOR FUTURE CONNECTION --~ TO PA 16-18-i -PROJECT NO. CT 04-26 -CITY DWG II 453-lJL I h ------·--2''...Jl-•ll'-.K.---&4•---K-:3'-,1',2''...JL.-4'--,l!------+-+----141'-f-------------l-f FUT 'RE ➔ & Er TF?Y l BEi ('T' 1-1/4 Jf PA 1 ·-l8, - I " 6/4 I li.S I I .• r--,-. ") ' I ,_, ,' I 21.e 10.S I I" • • • ONNECT/ON EATURETO LEO WITH CT04-26 6/4 II \- 111 3/4 ,~-FU, U, ES /\ / !NSALE / I ASER ----/ 6 '; -I" ---; -I-VA L ,_, • • Main3'FDGC I" , l \ / I" r I" ! . i I I -11-,-a I~-.,, ---+--+--------+--+-+------70'--------- I" 1-1 2-1/2 <>--1-1/4 iO.e 6/4 I" y 6/4 JSTOR,'v1 DR4/N EASE!v/ENT 11.e i0.6 D-22 2· MAINLINE /J.ND VALVES SHOWN IN STi FOR GRAPHIC CLARITY ONLY WHEN INSTALLING PLACE MAIN(INE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY 5i.1 2-1/2 2-1/2 I" 1-1/4 Main 3' FW : I 1 ---: ----1-----i ,~ ! i lg ;. , . .t\ /, I 6/4 •/ \ I" " CANNON ROAD 68.Clf I" 6/4 I 1-1/ ·~• ' " ll..."'24''NO.JRJiJ.1GA.llill¢c;ll!/£_\--l-22':_j' '.___'}ldL4,..__ 1-1/4 I" ~t, 3••...J!.-----86''------l-4''~fl!",I" <--------------145''--------------#-"' L XISTING -B) ____ _:__:__~---- B , OUND,.l.''LL (INCLUDING MOW T -U, ------.._ ALLOWED IN THIS I VBV H5 BV H4 QC co _.,-BV_--..t_ · "'" IRRIGATIONHEAD A 1~ ~ 2' FDGC 2' FDGC " 2' FDGC ~t-~-==· :::::::::::=----==::::::::=::!~===========~t~~====='.10!!'.::-ivcoo:N~r.0RA;sc,r.o-oR~ro~ us -,it.------18T lo Light Pole --------i I As..Suilt Legend BV -Ball Valve QC BV QC CQVERAGf=OIY Of/ERSPRAYDNTT.7.~~~-t-+--4----2' FDGC . 'l' 2' BV H3 H2 Ht QC 2'FDGC I I I A I I 71 North I SEE SHEET 22 FOR PLANTING I QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES ,.,,~~ J.::.;·::;4~-~ .·:-I """G,,;~';;,;c,~ FSC -From Street Curb RCV -Remote Control Valve SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS .·., .. ::\~ ✓-' -¾~'-" ',ct~"' . ;, CG -Relot:■lad PA 18 Cori,,ec;tiu, 11/15m' CG 411!!illl8 WI CITY OF CARLSBAD II SHEETS I JH fl/1811111 : PLANNING DEPARTMENT : 63 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 10/28/10 V ..;, 4il' DAAl't,I BY', G6h+t/.£H JOB ~, 2100» · • "' A S S O C I A T E S ,, HOWARD:: " " ~. " landscape architecture FILE, ri• 2919 888D~la BBD d.lell" dd .. e ,suite 350 8'111 d,e ... ea 92108 619 118 96',U REVISIONS, "AS-BUILT " EXP. ::--la1 f t1 I I REVIEWED fi 11,;.k &!-E;i\_;,-fr INSPECTOR lo-30·10 DATE DATE BENCHMARK: DESCRIPTION: STANONID Jl-10 STREET CENT!Rl/NC #Ell. JIOIUIENT LOCATIOII: CEN'/ERI.IE fT ll CM/IIO REAL AT ENQNEER's STATOI ;f5.l.+92 PER N. S 1(1()()-1 RECORD FROM: COIJNTY BENCH 1.£1CLS (NO. COIJNTY ~l Cl:NlRa DATA) ELEVATIOII: 6/l.479 !MllJII: lJ.S.C ,t GS. - DATE -ENGINEER Of' WOIII< RECORD DRAWINGS I0/211/10 lliR/GA TION !'WIS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES IA:=D ~i[ ~-E:lk>t-I {'f..•~O DATE DATE INIIW. DATE INllW. IDWN BY: 11 PROJECT NO. I DRAWING NO. REVISION DESCRIPTION ~HKD BY: CT 02-16 Ol><ER-CITY-. RVWD BY: -133-61,1 CMWD ,-------~::-------------..:,--------,,-;::----------------------:,c=:-:--------:-----· ........ -~------------------rFW 11'"""81 ··~ 8V 01 QCIEndAWI --WIIV DI --- OLINE STALL /RR/GA TION 1\/1,fQ PLANTING TO HE T<v"-'-'• SLOPE 211'-----------~'------------,r- -I . , ' ·, ,' ~---_!__ . 24" NO /RR/GA Ti ONE (INCLWl)ING MOW CURB) IRRIGA TIDN HEADS WE N THIS AREA CONTRACTOR TO FIELD ADJ O INSURE PROPER COVERAGE ON PLANTS W/7: T Y ONTO DG TRAIL , Jr~-~~lv'.~/S~ON~;;;:::::::~=~-.,...,.._ ~ ;:.o-r ROW '{ .I ._)-1/4" /4" v--....,,..._,..,_~-~-- r-ROW I ' ---·-a:r:~~~~;:b=----+~.--.. ---1+-; -- ~-L TOBE i _ _L_ :_, -co'r.:JsrRUCTED WITH I -----+-' PA 16-18 CT04-26 I ~,.,..,~-.....::~-----117'--~~#f'------,,...4• 'Z APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ / / \ 11V D#1 VAL~r ,-j s::il I ~J"°:: HOWARD:: :::""·:•~•0= ~ ., • ASS O CI ATES ~ P'IU!, M.Yl91ote, ,. ., ,. ~-landacape architecture rl• 19 1e ..... ,t1 ■aa ·••·• thh·• •■IH aa■ 11■ <111111• •• 9■1 ■a ... na - Aai-llullt L191nd BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -F1011t DG Curb FC-Frorn Curb FSC -From Sb sat Curb ROV -Reniote Conbol Valve \, "AS-BUILT " ~4-~ P.E. ...__... . EXP. -,,/11, ,, UTURE T'1AIL NODE_ ENHANCE{f PLANT/NG, AND ENTRY FEATURE TO BE CONSTRUCTED WITH PA 16-18 CT 04-26 ~TE BINCBMARJ: l.li a :.tM: SllM • ._,, :aa; a,,w IRt ¥017707 LOC'A1IGN: .:CLUF (IT 11. c•111 .& Ar BIi 1w, ::,TA• #H# "11/t.S ,__, • ll£0laJ FIICIII: CIJIJIITr lllll1l tnl1.S (ft(). CIJIJIITY ll1fr. CDIJlll lMlil) EllWIDN: •411 lMlllt USC ~ .is ,.,. ti -■ I MAINLINE AND VALVES SHOWN IN STREET FOR GRAPHIC CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. +t-+---..Jtr-OCf ,.. ID ~'t ", r ,-· •.:;,,__j ---, __ 19 .. -- 11T tDQC - ' l ,,---. • MATCH LINE SEE SHEET 7 Nulll1 0 10' 'JII ., • I 1•'JII I SEE SHEET 23 FOR Pl.ANTING I ' SEE SI Cl!T 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS CG ~ 1,....., I !0 ar 11 Clf f OF CARISBAD IIE CG 5 .. PI.N•■IG OEIWl'IMENT 63 -~DIii I.!!!!! I II JIIII/IIIW l'UIIJ FOIi: H0/1£/lTSON HANCH AHTEH/Al STHEETSCAPES l=~(s-~di l'\j I I ~~IC> °"'it I::: 11 PIUlJECT NO. 11~1 -----CT 02-16 ·-R£VISl0N DESC,_ I ION -·· w. an ,11 I IL CMWO ____ _ -----------~~~~/~~~~~! --~-~"!!_~•:___ ________ SET URE REDUC,ER TO <10 PSI. -C,ONTRAC,TOR TO FIELD ADJUST AS ~ti", NEC,ES5ARY FOR OPTIMUM PERFORMANC,E - • 1·reae 13'FSC Pulfbox 123'to QC BV +----next BV,------,if-:2''----27'-,t- FOR PRESSURE C,ALC,ULATION SEE SHEET 1:3 - POINT OF C,ONNEC,TION # 4@ STA. TO SE A 1-1/2" REC,LAIMED V'lATER METER V'llTH A 1-1/2" STATIC, PRESSURE AT METER = 116 PSI AT ELEVATION 116'. 1' BV QC 12" AT/ON ZONE (INCLUDING MOW CURB) IR HE/lDS NOT ALLOWED IN THIS AREA CONTRACTOR TO FIELD ADJUST NOZZLES TO INSURE PROPER I OUT G TRAIL BV QC BV D4 D5 '--¥----30'---,f8()~2' I \- --1----------166•----1-----------,l,._:3•·--------------+--147'--==-~-----===---====~==t~k------___ \_ __ S/4" --------\ \--', ~ Main2'FDGC 3/4 - -- Main 16'FSC l_ l J COLLEGE BL VD 1H iil :::, " sq.2 D-19 2" Main 1'FDGC 6<1.0 " 1-1/2" 1-1/4" 2" 10.I 1-1/4 I" " -- .• ----INSTALL /RR/GA ON THE TOP OF SLOPE/ - --.-::1-1/T.:T'-ll2E :3/4" MAINLINE AND VALVES SHOWN IN STREET FOR GRA CLARITY ONLY. WHEN INSTALLING PLACE MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. BV Lighf Po/e -1--27'-10"'--I- Main2'FDGC --- I - - I i ;' 7 I I c,/ ~ I tt1 C/,) ~ --J rs i:.;:, ~ 92' to J!"=:::,,--c::c__-130'---~lr4' 2' 4' < APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. w "¥ DAlE: 10/28/10 -,r 4 DRAWN BY: CG/MM/JEH g, {!/, JOB NUMBER: 2100.56 HOWARD:: *ASSOCIATES, FILE: "' w w landscape architecture r-h. ll919 REVISIONS: As+BuiH Legend BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve "AS-BUILT 11 -~-!JI ~~ ~ ~ 12.!£>-iD P.E~ EXP 3,pl· I\ DATE INSPECTOR (t..· S.·to DATE BENCHMARK: 14 D15 QC 1'FDGC DESCRtPTION: STANlWIO 111-10 Sll/EcT CENlFRUNE' I/Ell IKMJIIENT LOCATION: CENlfRIH <£ £J. Go4MIVO REAL AT EN6INEEN's STA110N ,151+!12 PER R.S TlKJ0-1 RECORD FHOM: CtXJNTY BENCH l£1El.S {NO. CtXJNTY 1£Nl C<MTNa DATA) CG CG JH MM 0.0.TE INITIAL EUVATIOH: 68.479 DAT/JI/: IJ.S.C. .t C.S. ENGINEER Of' WORK ~~FP T ~~BV 0 j C Master Valve l'FC ~-Added PA 16-18 CONNECTION RECORD DRAWINGS REVISION DESCRIPTION North 60' Scale 1 = 20' i I SEE SHEET 24 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 11115/07 w I CITY OF CARLSBAD 11 SHEETS I 4/15.'llll 1!11Mlll : PLANNING DEPARTMENT : 63 1Q/2&110 1/NHCATION Pl.ANS FOH: ROBERTSON RANCH ARTERIAL STREETSCAPES 1:::D ~( ~" ~l-.;t\-I (z.·::. '\0 DATE DWN t:IT: I PROJECT NO. I DRAWING NO. ill'.TE INITIAL ill'.TE tNIIW. CHKD BY: CT 02-16 DTH£R /ll'f'flOYN_ CITY-. RVWD BY: 4JJ-6M CMWD ____ _ ,------------------------------------------------------------------------------------------------------------------ \ ~ ALIGN 1/'l!TH EXIS~\ iRRIG'A IE AND PLANT UP TO ____ ,, EXISTING LANDSCAPE AND !RRiGA T/ON LOCATED HERE __, ______ \ \ ----------------- :.~ I QC ru / {#---------Light Pole QC D1 D2 BV "' -1--9'~~2· 2' 3'-l------'"-s--------... ----186'----------------,l~l,l<-3'~----=·~---➔ ,_,,_____,~ :2" 2" -- 12• NO /RR/GA T/ON ZON (INCLUDING W CURB) /RR/GA TION HEADS NOT ALLOW EA CONTRACTOR TO FIELD A NOZZLES TO INSURE PROPER COVERAGE ON PLANTS WITHOUT OVERSPRA y ONTO DG TRAIL 24., NO /RR/GA T/ON ZONE (INCLUDING MOW CURB) /RR/GA T/ON HEADS NOT ALLOWED IN THIS AREA CONTRACTOR TO FIELD ADJUST NOZZLES COVERAGE ON PLANTS WITHOUT OVERSPRA y ONTO DG TRAIL --- I" I" COLLEGE Bl VD I / APPROVED FOR PLANTING \ \ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -. i -- -----------~ Light Pole -~~ ' :o,_,;.:,;1\~;.:, DATE, 10128110 : ::: H O WA R D: ,~ ~ BY'' "61MM/.EH -w 1,,- JOB NUMBER, 2100.96 ,. ASSOCIATES -1 ~ -FILE, <-& landscape architecture 8880 rio san dlrq;o drive ■u1te 350 ■all. tlie10 co. 921011 bl"' TI.ti ._ REVISIONS, PLANTING AREAS OUTSIDE OF THE STREET RIGHT OF WAY. ---- 56.:2 4S."I ::zs., , ___ ,,, ___ ?~--~---- !: I D-2 :2" i I ,_ Main2'FC 2-1/;J ----- As-Built Legend BV -Ball Valve QC -Quick Coupler FW -Frome Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve "AS-BUILT " ~ -~ . \o-w-10 uz.... P .E. --EXP '!a/al "' DA TE REVIEW:/ Ff: 11.,a6'AC.,.--l:!Ut INSPECTOR DATE / ( BENCHMARK: 1-1/4 ' I I" I ! DESCRIPTION: STANIMRO 11-10 STREET CEN-rERUNE /Ell /IIONIJIENT LOCATION: CENlEIUE (T El. t:4'ft7 REAi. AT £NCINEER's STATION -15#92 f£H H.S 1800-1 RECORD FROM: crJIMTY IJOICH l.Et£1.S (NO. crJIMTY VENT. C<NTR<X DA TA) ELEVATION: 68.-179 DAllJII: IJ.S.C. ,t C.S. I ;.--' ' . I I __ J I" ) ' lll'TE S/4 CG CG JH MM -EIIGINEEll Of' WORI( Main2'FC -- -- --\ ______ ----- Main2'FC ~ -Added E.!!!}'. Monumanls RECORDDRA~ REVISION DESCRIPTION /\ Al I -- \ :2-1/:2 1-1/:2 Ir I/\ I / ::2'' North 60' ~ale1=' I I SEE SHEET 25 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 11/15,'07 lml CITY OF CARISBAD II SHEETS I '4115"08 6118/08 : PLANNING DEPARTt.tENT : 63 1~0 llflffCATION !"WIS FON: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=D~J'f-~ I rz--~·"° DATE I DWN BY· 11 PROJECT NO. I DRAWING NO. lll'TE -lll'TE -01HER N'f'fKNM. CITYAl'l'IICNN.. CHKD BY: CT 02-16 433-611 RVWD BY: CMWD __ -__ _ I fire~1 ' ' I! I' 1•frofl1~ poio\ J I o1 235' ~ ~ ) ~~ ~4• _-·___,_\ + ---~----1----'--=~----,---~ ~ / I I ' -___,: "i' ./ -----=--~--~~--_j ---~ ~--------------r-- --r------ ) , f ' ! / \ J '.;;'_,,-~ ::~-~_;-';~,,~ -~ . ' • .J .,.,.,. . "'--~' APPROVED FOR PLANTING / J / I AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, / / I I I I ' -,/\ ·--------____ // -/' I I / I I I I I I I I I I -- I ,012e,,,o:: Ho WARD:: ~ BT, G61MM/..E!1 ASSOCIATES" JOB t-l.lMBER, 2100.56 FILE, REVISIONS, -;. ;:- , landscape architecture rla ~9l9 8880 rlo Ball dl•g" dt"iTo!I Suite 3-5-0 IUI, c!.te1-o ca 92108 619 71:1! !i1MiO to - eN 'rol-10 I 11 I \~.0 Mr z: Ligl!tpole I" cu1 /I I NfO av As-Built Legend BV -Ball Valve QC -Quick Coupler FW -Frame Walk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve s BV "AS-BUILT " ~•e-£) P.E. ___ EXP.l\Ja, /11 IC>·3a •to DATE REVIEWED BY: /t .. .:(,\ <-r· f:-\t,d: INSPECTOR .. BENCIIKARK: DESCRIPTION: STANtMIID IJ-10 S111££T C'ENTERlJN£ IIEU /Dit,f/£J(T LOCAllON: C'ENTEIUE OF EI. C4IMtl REAi. AT EJIQNll1f's STATl(M 4M+92 KR H. S !IJ{J(J-f RECORD FROM: COUNTY BENCH iDUS {NO. COIJNTY lllT. C<Nma. DATA} ELEVATION: 61!479 OA11111: IJ.S.C. ,t C.S. ---_____..,...., - ,. / I / / / , / ------ I 45-~ ~.4 ,-t-~ 2" CG ~-Added Entrv Monumenb CG JH MM REVISED ENTRY ~NTS " MM RECORD DRA.tl .. lGS MTE --ENGINEEft OF WOIIK REVISION DESCRIPTION t,Aairl 1·trom~ ------ l-1,-2 2" North Scale 1 = 20' I SEE SHEET 26 FOR PLANTING I SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 11/1!i,I07 ill II CITY OF CARLSBAD II SHEETS I 41151118 6/18/0II PLANNING DEPARTMENT 63 !i/3008 Al'll'JGITION l'tANS FOIi: 1(r.16110 ROBERTSON RANCH ARTERIAL STREETSCAPES I :::ED ~ l.r-~~it I [Z..·:..·10 DATE I DWN BY: II PROJECT NO. I DRAWING NO. lll\TE IM1IAL lll\TE -CT 02-16 01H£I! N'f'fl!:NN. CflYN'f'fl!:NJ,L CHKD BY: 433-6JJ R\/WD BY: CMWD __ -__ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I ... \ 20.5 I G-11 (•, ... "-" - \ Ql Q6 19.1 .FUTUREENHA BETv'IEEN HILL! !\,S,~'J= -~D 16-18 TO BE SHO' -•-· 2"-l-2·-f-2' 2'i2' 2' 2'-#-------------, 117' 6/4 BV Q16 Q15 QC Q14 Q13 Q12 Q11 · 2'FC 6/4 • • • • • • • • • • • • • • • • • • • /,' ,' ' HILL TOP STREET BV ,r---------i::;o!ll~'1:"l''!Tf!:E;5[:EE'7!:== tt-----------,f------185'---------------,;,- 10.4 Gl--4 61.2 95.2 10 Q9 QC Qt QC 1-1/4 , lJ ~---~- o------- G-2 2i,.e ! G-1 2" Cl) m _Cl) ffl p..A...,,.__.,._., n; -I 0) l'\_": --··i hl"--no· MAINLINE AND VALVES SHOWN l STREET FOR GRAPf'(JJ:;[W. ONLY. WHEN INSTALLING PLAC MAINLINE AND VALVES IN PLANTING AREAS OUTSIDE OF HE STREET RIGHT OF WAY. 2" L FUTURE SOUNDvVALL TO BE INSTALLED 1/i/iTl-/ PA 21, CT 06-25 .. I I "'-~ ~~ ,- DATE, 1012e110:: HQ WARD:: DRAVf,I BY, c.6-/MM/..Et+ 'l JOe lllJMeEl't, 2!00.!16 FILE, ,jr "'' ct" ,;J, landscape architecture 81180 rio ~an <liego -doiY" suite :150 a<en di.,g• '"' !11108 f,19 718 !166() ~ISIONS, 90• POINT OF CONNECTION~ 11@ STA. 11+15 TO SET PRESSURE REDUCER TO 110 PSI. BE A 1-1/2" RECLAIMED YIIATER METER YIIITH CONTRACTOR TO FIELD ADJUST AS A 2" REDUCED PRESSURE BACKFLOV'I NECESSARY FOR OPTIMUM PERFORMANCE PREVENTER. STATIC PRESSURE AT METER= L,1_s_s_P_s_1_A_T_E_L_EV_A_T_1o_N_11_' _______ ..... 1 FOR PRESSURE CALCULATION SEE SHEET 191 I As.Suitt Legend BV -Ball Valve QC -Quick Coupler FW -Frome Watk FDGC -From DG Curb FC -From Curb FSC -From Street Curb RCV -Remote Control Valve II'\ CG I 00 JH CONTRACTOR RESPONSIBLE FOR ALL NECESSARY CONNECTIONS AND MATERIALS FROM CONTROLLER 'GI' TO ELECTRIC METER PRoPOSED @ STA. 21+65 6LEN AVE -Added En1ry Monumenls -Adjusted Lot LilwB North Scale 1 = 20' I SEE SHEET 27 FOR PLANTING I. SEE SHEET 13 FOR IRRIGATION LEGEND & NOTES SEE SHEET 14 FOR IRRIGATION DETAILS SEE SHEET 15-16 FOR IRRIGATION SPECIFICATIONS 11/15/07 u!J I CITY OF CARLSBAD 11 SHEETS I 411Mlll 6/1MJ8 : PL,A,NNING DEPARTMENT : 63 =4 MM REVISED ENTRY MONUMENTS -lli1flCATION Pl.ANS FOK: "AS-BUILT " .._ ~c,•; s&i& )0•'30-IQ P.£. C :~ EXP. 3/'11 /11 DATE 1HSPECTOR BENCIDIARK: DESCRIPOON: STNiOMJ il-10 SlliEET CENTENIJfE #EU IKMMNT LOClt.llON: CENlEIUE <Fa CIJllrlO IICAI.. AT lNCINEEK'S STAllON -IM+92 PCT/ R.S 1600-1 RECORD FROM: caJNTY IENCH LEWIS {NO. cotAiTY ',£RT. caiTNa. DATA) ELEVATION: 611.479 OATIJJI: 11.S.C. 4' GS. fl> MM RECORD DRA'IIIIGS I0/211110 llil\lE INIIW. CIATE INITIAL ENGiNlER OF WORK REVISION DESCRIPTION OTHER N'f'fl/Oi/1!. ROBERTSON RANCH ARTERIAL STREETSCAPES 1= ii4£4 -~..,* t,~-"° I DATE I DWN Br· 11 PROJECT NO. ll 0mNG 6MI llil\lE INIIW. aTYAPl'IICNAl CHKD BY: CT 02-16 RVWD Br: CMWD __ -_ ...t: U) tAI I PRESSURE LOSS CALCULATION PROJECT NAME: Robeflaon Ranch DA TE: 7128/06 WATER DISTRICT: CMWD HGL: 384 METER DESIGNATION: P.O.C.1 METER LOCATION: College Blvd 104+52 (W) METER SIZE: 1-112" METER ELEVATION: 150 STATIC PRESSURE@ METER: 101.4 VALVE#: M-17 VALVE SIZE: T PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 314 75 1.5 1.67 B CL200 1" 10 18 1.82 C CL200 1-1/4" 92 26 2.24 D CL200 1-1/2" 36 35 .79 E CL200 2-112" 7 55.9 .05 A. TOTAL LATERAL SYSTEM LOSS -6.37 PIPE PIPE PSI MAIN LINE SECTION JYPE SIZE LENGTH GPM LOSS A 315 2-1/2" 815' 55.9 7.34 8. TOTAL MAINLINE SYSTEM LOSS -7.34 MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN 0. TOTAL SYSTEM LOSS/ GAIN (A+B+CJ E. FITTING LOSSES (15% OF 0) F. HEAD LOSS/ GAIN IN SYSTEM: G MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (O+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (1-H) PRESSURE LOSS CALCULATION PROJECT NAME: Roberlsol, Ranch DATE: 7/28/06 WATER DISTRICT: CMWO HGL: 384 METER DESIGNATION: P.O.C. 3 METER LOCATION: Cannon Rd 142+52 (S) METER SIZE: 1-112" METER ELEVATION: 62 STATIC PRESSURE@ METER: 139.4 VALVE#: H-11 VAL VE SIZE: 'Z' PIPE PIPE •3.9 -12.5 -1.8 -1.00 -3.00 -1.50 -23.7 -37.41 -5.61 +12.12 30 60.9 101.4 40.5 PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 314 48 7,5 1.07 B CL200 ,. 10 16 .3 C CL200 1-1/4" 72 26 1.76 D CL200 1-1/2" 40 81 .66 E CL200 2-1/2" "2B 110.0 .21 A. TOTAL LATERAL SYSTEM LOSS -7.61 MAINLINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A 315 2-112' 1366' 60.7 14.5 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS/ GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS I GAIN (A+B+C} E. FITTING LOSSES (15% OF D) F. HEAD LOSS/ GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (1-H) -14.5 -3.9 -12.6 -1.8 -1.00 -3.00 -1.50 -23.7 -45.9 -6.9 +5.63 -30 n.1 139.4 62.3 PRESSURE LOSS CAI.CULA TION PROJECT NAME: Roberlson Ranch DATE: 7/28/0F, WATER DISTRICT: CMWO HGL: 384 METER DESIGNATION: P.O.C.2 METER LOCATION: College Blvd 1ll9+00 (W) METER SIZE: 1-112" METER ELEVATION: 112 STATIC PRESSURE@ METER: 117.78 VALVE#: D-1 VALVE SIZE: 2" PIPE PIPE PSI LATEAAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 314 109 7.5 2.94 B CL200 1" 50' 16.0 1.38 C CL200 1-1/4" 36' 26 .87 D CL200 2· 25' 47.3 .72 A. TOTAL LATERAL SYSTEM LOSS -5.91 PIPE PIPE PSI MAIN LINE SECTION TYPE SIZE LENGTH GPM LOSS A 315 2-112" 2400' 47.3 -18.24 8. TOTAL MAINLINE SYSTEM LOSS -18.24 MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VAL VE(S): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+8+C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS/ GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (l+I) PRESSURE LOSS CALCULATION PROJECT NAME: Robertson Ranch DATE: 7/28/06 WATER DISTRICT: CMWO HGL: 384 METER DESIGNATION: P.O.C. 5 METER LOCA TtON: Cannon Rd 137+50 (N) METER SIZE: 1-1/2" METER ELEVATION: 55 STATIC PRESSURE@ METER: 142.5 VAL VE #: 1-33 VALVE SIZE: 2" PIPE PIPE -3.9 -12.5 -1.8 -1.00 -3.00 -1.50 -23.7 -47.85 -7.18 +12.12 30 72.91 117.78 44.87 PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/,4 68' 7,5 1.32 B CL200 1-112" 1' 27,6 .1 C CL200 2" r 41.4 .076 D CL200 2-112" 3' 57.7 .02 A. TOTAL LATERAL SYSTEM LOSS -1,5 PIPE PIPE PSI MAIN LINE SECTION TYPE SIZE LENGTH GPM LOSS A 315 2-112" 1555' 57.7 15.5 B. TOTAL MAINLINE SYSTEM LOSS -15.2 MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTAL MISC. LOSS/ GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+B+C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS/GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT t.AETER H. DESIGN PRESSURE (O+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (1-H) -3.9 -12.5 -1.8 -1.00 -3,00 -1,50 -23.7 -40.8 -6.1 -10.8 30 87.7 139.4 51.7 PRESSURE LOSS CALCULATION PROJECT NAME: Rob11ts...1 Ranch DATE: 7128106 WATER DISTRICT: CMWO HGL: 384 METER DESIGNATION: P.O.C. 3 METER LOCATION: Cannon Rd 142+50 (S} METER SIZE: 1-112" METER ELEVATION: 62 STATIC PRESSURE@ METER: 139.4 VALVE#: G-23 VALVESIZE: 2" PIPE PIPE PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/4 48 7.5 1.07 B CL200 1" 10 16 .3 C Cl200 1-114" 72 26 1.76 D Cl200 1-1/2" 40 81 .66 E CL200 2-112" 26' eo.o .21 A. TOTAL LATERAL SYSTEM LOSS -4,0 PIPE PIPE MAIN LINE SECTION TYPE PSI SIZE LENGTH GPM LOSS A 315 2-112" 2000' 60.0 21.2 8. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE(S): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS/ GAIN (A+B+CJ E. FITTING LOSSES (15% OF 0) F. HEAD LOSS/ GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (O+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (I-H) PRESSURE LOSS CALCULATION PROJECT NAME: Rob&!1son Ranch DATE: 7/28106 WATER DISTRICT: CMWO HGL: 384 METER DESIGNATION: P.O.C. 6 METER LOCATION: Cannon Rd 135+50 (NJ METER SIZE: 1-112" METER ELEVATION: 54 STATIC PRESSURE@METER: 142.9 VALVE#: J-20 VALVE SIZE: 2" PIPE PIPE -21,2 -3.9 -12,5 -1.8 -1.00 -3.00 -1.50 -23.7 -48.9 -7.3 -4.76 30 90.9 139,4 48.5 PSI LATERAL LINE SECTION TYPE SIZE LENGTH GPM LOSS A CL200 3/4 150' 7.5 4.1 B CL200 1· 94' 16 2.9 C CL200 1-1/4" 40' 22.5 .7 D CL200 1-112' 36 35 .79 E CL200 2· 4' 42.2 .04 A. TOTAL LATERAL SYSTEM LOSS -7.7 MAIN LINE PIPE SECTION PIPE TYPE PSI SIZE LENGTH GPM LOSS A 315 2-1/2" 264' 42.2 3.7 B. TOTAL MAINLINE SYSTEM LOSS MISCELLANEOUS LOSS I GAIN WATER METER: BACKFLOW PREVENTER: MASTER CONTROL VALVE: FLOW SENSOR: BALL VALVE($): CONTROL VALVE: C. TOTAL MISC. LOSS I GAIN D. TOTAL SYSTEM LOSS I GAIN (A+B<-C) E. FITTING LOSSES (15% OF D) F. HEAD LOSS I GAIN IN SYSTEM: G. MIN. REQ. PRESSURE AVAILABLE AT METER H. DESIGN PRESSURE (D+E+F+G) I. PRESSURE AVAILABLE AT METER J. RESIDUAL PRESSURE (1-H) -3.7 -3.9 -12.5 -1.8 -1.00 -3.00 -1.50 -23.7 -35.1 -5.3 -8.2 30 78.6 142.9 64.3 IRRl6ATION NOTES I. THe IMl6ATION !"LAN 15 i;,I~MMATIC,. ALL IMl6ATIOH ~I~ SHALL ee J...OG.,t,.TEP IN l"LANTIH6 ~ ONLY, UNLe56 NOleD c;;,nt.P<,,/5E, fllEI LIQ. ro THE IRRl6ATION L.E6ENt) NIP DETAII..S FOR CQJIPl"ENT MC INSTALLATION. 2. c:.oH'Tlt.'GTOR 5HALI. ~ THE l"l'teMl51:S CLEAN ANO ~ OF E:Xc,E!le eGUIPMENT, MA'Tl;l{IAl.5, Ai'D l'IIL&!ll5H INC-11'eNTAL TO l'iClRK OF TI-IIS SECTION. 5. A. ALL "'~ 5HALL el!: r-V.C,, 5CHElULI! eo. e. ALL J8I1"1! FITTIN6S 5HALL eE ,-,v.,:;_ SGa:OULf: "°· 4. A. All. l'lfllE SHAU.. eE 14 6Al/6E AJ/116 IMAX. 6Al/6E) l'tlTI-I 5t!EATI-I, MAXl-l"IIIU! !IY J8Al5E ELE:e,ffllC,. r::>l"l;SC,T !IUl'llAL TY1"I!, AND ALL 51"1..ICIS ANP ~TION5 SHALL !le MAl:le NITI-I 9"' 6'El..l"'AC,IC: DeY C,GINNl:,:;T~ e. EACH G.ONlECTION FftOM CIEGOr::>lcR. TO VALVE 5HALI. MAINTAIN THE 5AH:: l'lll'Q:: C,OL.O!ll AS ~ C,. ALL I'll~ 5HAIJ.. eE IN5TAI.J..!:t) NITI-I Tl'IO (2) l'l!ET OF ~ "IIIU! (COIL.El:)) AT THE END OF EACi-1 l'lll'IE RUN. D. c:.oH~L NIIQ: 51-!AlL BE euNC)LED AND l"I../IGEI:> ee!EATI-I MAINLINE. L. VALVE SHALL 8E A MAXIMJM 15' FIIWM ~ F. GoONl1'0L. l'tl!Q: SHALL FOLL~ MAltt..lNE. 6. LOOF I'll'!: eAC,K TO c.oNT1'IOLLl:ll IF CONTROLLER 1'111'1: RUN IS LON6ER THAN 2.4 MILES. H. ~ l'IIIU:5 (I.e. MAXl-l''il!ll!:5,l MJ5T MAINTAIN A I0-l"OOT ~AAATION l"l'tOM !:I.Ec;T1'.ICAL TlltA~ • ~ His+! VOLT""6C l"OICk ~INeS. 5. ~ l"REVENTION DEVICES SHALL BE LOCATEP ~ INPICATa:> ON THe IRRl6ATIOH F'LAN. INSTALLATION SHALL ~ TO LOG-AL ~INS GOoe AND ~TIONS >,Ne, MANJF-"G~'S !ol"eCIFICATIONS. C,Ml'C:) aAC.Kl"I..ON !ll"eC,IALIST TO ~ LOC,ATION ph. ("160) -45e-:n22 ,.,152 6. CHEGK VALVES 5HALI. eE use, 1'11-e'U; INc>IC-ATa:> AND il'ltCfllE ~ TO PKeVeNT l'IAT!:i'l FLOl'I l'ltOM LON!"-ELEVATION IE,l\r,s Y+eN 5Y5-reM 15 TVkNEO Ol"F. i. ALL~ MAltt..lNES 5HALJ. HAVE b6h,W• ,la) INc:-t£S OF"°"""- AND ALL LA~S 5HALJ. HAIie TYeLVE (12) INC.HES OF c.ove!t. ~ e.A.cl(FILL SHALL eE FIIU!I! OF ANY MATl!:RIAL THAT MAY DAMA6!:: IMI6ATION l"ll'E OR eGUl!"MeNT. IN THE Evett OF BACKFILL SETTLEMENT, GONT!'V,C,TOR SHAU.. ~ ~I~ REPAIRS AT HIS Ol"tl GOST. e. AU.. AUTOMATIC VALVES SHALL l!IE LOG,ATEP l'IITI-IIN 51 p·e AKEAS. IN eoxe SHALL ee: INSTALLED IN l"UIV'LE! VALVE eoxe, ONE VALVE r-eR eox , l'IITI-I FOUR (4) ING-HI$ OF f'l;A ~va. eEIEATI-I ~ VAL.Ye. eALL VAL'IIE5 SHAIJ.. eE LOG,ATEO IN SEF'-....TE VALVE eoxe. 'I. MAIN5, l'llkl!:, AND LA~ IJNr::>!:k ~ICU!; !"AVINS SHALL 12 "f'-IC, CL 915 l'IITI-! 96' MINIM-'"' C,O'IIER. ALL MAINS AND l"ll!IIE UNl:lEK l"EDESTRIAN J8AVIH6 5HALl. l!'e "f'-IC ~ <IO l'IIITI-I Ie• MINIMJM c.ove!t. ALL LA"l'B'ALS UNr::>al l'EDl:5TRIAN l"AVIH& SHALL BE PVC 5CHECllU: -!O l'IITI-I 12" MINIMJM GCVEl'l. 10. AIJTOMATIG-C,ONTROLLER5 5HALL eE SIZE AND TYPE AS NAMED, AND IN5TALl.el:> I'll-EKE INDIC-ATl!D ON IRRl6ATION !"LAN. c:.oH~L l'lll'IES SHALL eE 51.Jl:VED ~ l"AVIN& IN I' J:>IAl"ETEK ELEG-1'UG-AL c::oHr::>UIT. I C,()NT'flPOL l'llle MAX. ~ 5Ll!EVE. A. 120 VOLT SERVICE TO GON"l1".0LLE" 511,• L.L BE ~lr::>EC) BY THE OJtCfL. II. PRIOR TO 6ACKFILLIH6 IMI6ATION 'TRENG+-IE5, A. ALL. MAINLINES IN THE SYSTEM SHALL BE c:.Al"!"eD AND Pl'!E St-"E -re5TeD AT 125 J8.5.I. FOR A f'El'I.IOD OF FOUR """""'5. ANY I f'A~ l'OIH:> 5HALI. eE COkkECTEt:> !IY KEMOVIH6 THE LFAKINcSo 1"11"1! Ok FITTINl!i5 ANC> IN5TALLIH6 NEl'I MATEl'tlAL IN IT5 l"LACE. e. AU.. LATERALS SHALL eE ~ TESTED AT OE5I6N l"RES6IJle FOK ON!: HOUR. C. THE c:;ONTIIV>,G-TOR 51-!AlL NOT ALLOl"I NOi'!. CAIJ5E ANY OF HIS l10kK TO eE ~ UNTIL. IT HAS eEEH INSl'EG,TECl, TESTEO AND Af'PROVEl:I l!lT" THE Ol'l'EKS AlmiORIZEC> ~ATIVE ANO CITY IN51'EG-TOR. 12. IRRl6ATION CON"l'RAGTOk SHAU.. AC).J.IST AU.. HEA"5 TO l"l"OVID!: EVEN CO\tEkA6E AND TO IQ:EI" Sf'l'AY OFF eull . .DINIS-5, l"IALKl'IAY5, 11ALL.5, AND C)Rl\/1$. l!I. l'IHEN THE Sl"l'llHKLER SYSTEM 15 GOMl"LETeD, THE C,ONTIIIIACTOR, IN THE l"l'tE5ENC,E OF THE OJ/"iNEl'I.S AUTHORIZED REl"RESENTATIVE, SHALL PERFORM A coveKA6e -re5T OF l'IATEk ~ THE !"IJ,NTIN6 ~ TO ~ IT IS e,oi,,F'L!:T'E AN!:> ~TE. C,ITY INSl"t:CTOk TO Al"PkOVE COVEK.A6E. THE CON"T11lAC,TOl'l SHAU.. Rl'NISH ALL MATEl'tlAl.5 AND l"l:"1'0RM ALL l10kK ~lkl;r::> TO ~T ANY INADEGIUA(;IES OF C,OVEf'tA6E AT HIS Ol"tl c:::o.!oT. lkkl6ATION CONTKAG-TOk 5+-IAU.. MAINTAIN THE S~TeM r-0!'. A F'ERIOO OF SIXTT" (60) DAYS ANO 5+-IALL l'IATER ON A i;IAIL Y e,t,5I5. 14. f'RIOk TO FINAL AC,..FI , ANGE, THE GON'"'-""CTOR 5HALL FIJl'iNISH TO THE ON-ER A c.oMl"LETE 'As-BUil T' DRAl'UN6 AND TI«EE PRINTS SHOl'IINS EXAC,T LOGATIONS OF ALL 1-reMS INSTALL.EC). 15. l"klOR TO FINAL ACGEPTANC-E, Tl-IE lkk16ATION CONTl't,l,C,TOk SHALL l"LACE A LAMINATeD, fllEDUCEt) CC!"'f OF THE AS-BUILT 1""-I6ATION PLAN, GOLOR-GOC>EC, AS TO ~ AREAS FOk E..-.:;H VALVE:, IN THE C,Ol,ITil!OLLl!:k ~L~. 16. THE IRRIISATION GONTRAC,TOR SHAU.. 6UAAANTEE THE ENTIRE l1UlI6ATION SYSTEM TO BE ~ OF J::)ER:G-TS IN l'IOIQ-MANSHIP ANO MATERIALS FOR A F'l:kloi;, OF ONE (I) YEAR ~ f=INAL ~AHC,E BY THE Ol'INER. 11. "TI-IIIWST eLOC,KS C'.ONSISTIH6 OF A MINIMJM OF I e,ueIe, FOOT OF C,OHC,RE"IE (2POO PSI) SHALL BE INSTAI.J..EO ARO.IND MAINLIIES !I" AND AS0VE AT EI.BC:W'i5 ANP AT l"OINTS OF GI-IANSE IN t:>IKEc:.TION." (CITY OF CARI..SBAD LANC)5C.Af'E MANJAL IV.3-!5), II!. INSTALL POl"-u-5 l'IITI-IIN 10 Ft'ET OF ALL. h..LX.STRIAN 1.15E5. l'I. All. I~I6ATION EGUIF'MENT l/TILIZIH6 ~It-ED l'IATEk SHALL eE COL.OREE, l"IJlitPLE !"ER C-ARLSBAI:> l"liNIG-ll"AL l'IAT!:l'l r::>ISTRIC,T !IIEGUIRFMENTS. 20. USE f'A6E ELEGTRlG MAXlc.oM NIRE FOR 2-l'llle DECODER l'IIRE PATH. 21. l'IARHINS TAf'ES RE<ilJl!tEt) (2) ONE TO eE LOCATEP J:>IKEc:.TL Y ON TOP Of" MAINLINE! AHC1 ONE 12' >IJl:Ne. 22. 5Uk6!! l"'l'OTECTOk >,Ni;, 6k0\/Nr::>IH$ !'IOt:> 19 ~ILl:iXr::> L~ -4!!!0' OF Ll~k OF GCNTl"OL l'IIRI;, $EE AAllelRO Sf'EGIFIC,ATIONS FOR 6ROUNC)IN6 INST1'WCTIONS. 23. l"0!"-1.f' HEIISHlS ARF TO eE 12" Hl6f,j (RAJNelRO MODEL 1&12) IN STAR .JASMINE ANI' LANTANA. I "AS-BUILT ., ~.,,, DATE INSPECTOR OATE BENCHMARK: D£SCRIPTION: STANOARO 11-10 S1l?fIT CENTERIJNE IJEl1. lllWl.lll£NT LOCATION: C£N1[RUN£ fT El CAIi/NO REAl AT £NCIN£FR'S STA 710N -15#.92 Pf'R R.S 1600-1 RECORD FROM: COi/NTY 8£NCH l£11El.S {NO. COIJNTY VERT. CONTl?O/. 0A TA) ELEVATION: 68.479 CAMI: 11.S.C. it G.S. DATE, 10/21:1/10 DRAl'IIN B"!', C6/MM/JEH JOB t-1.JMBER, 2!00.!16 FILE, REVISIONS, II\ CG I CG JH DATE INITIM. ENGINm Of WORI< IRRIGATION LEGEND FOR Rf:G"l"GLED l"IATER. IRR.I6ATION' S'T'M.MFfll. c) AAINBIRD lao6-SAM-F'RS-9G!-PCS ~ :::::: :=~~=:-:-::~: @ AAINBIRD lao6-5AM-PRS-&G-PG5 ® AAINBIRD leo6-SAM-l"lltS--flH-l"CS @I AAINBIRD I806-SAM-F'RS-&F-FGS ~ AAINelRD I806-5AM-l"7'S-.!IVAN-l"GS Ill) AAINBIFtt:1 leio6-5AM-~5 ~ AAINBIFtt:1 l&o6-5AM~l"GS i AAINBIFtt:1 leo6-5AM-'""5-M-l"GS 1111 111.AINBl\otD leo6-5AM-~VAN-l"G5 e, AAINBl\otD leio6-SAM-F'RS-I2G-l"GS • AAINBl\otD leo6-5AM-F'RS-I2H-l"GS e AAINel\otD I606-sAM-l"!ts-I21"-JDGS 9 AAINBIRO l&o6-SAM~l:2VAN-l"C,S b AA1te1RD Ieoe,-sAM-l"R&-I9G! rc:;s Q AAINBIRD l&o6-SAM-F'RS-I9H-F'GS 0 AAIJelRD leio6-5AM-F'RS-I5F-PGS b AAINBIRD leot>-SAM-F'RS-I5VAN-l"GS ISi AAl!elRD leof>-SAM-F'RS-I51!:ST-FGS _f AAINeiFU, l&o6-SAM-F'RS-I55ST-PC,S "IJ AAINelRD l&o6-SAM~!iSG!-PG5 1~ AAINelFU, l&o6-SAM-F'RS-5!SH-l"GS AAINelFU, leo6-SAM-F'RS-55F-l"GS AAINBIRD leo6-sAM-~-PC-5 W° AAINBIRO lfl06-SAM-~l"CS ! AAINBIFU, I806-sAM-F'RS-tN AN-PGS V ! ... l -¼ " l []] [I AAINBIRD AAINBIRD AAINBIRI:> AAINell'tD AAINBIRD AAINBIRO AAINBIRO AAINBIRD AAINBIRD AAINl:lll'I> AAINBIRD AAINBIRO i'tAINBIRO AAINBIFU, ~• AAINBIRI:> •SEE NOTE 29 leo6-SAM-F'R&-IOGI-PGS 1806-SAM-l"ltS-IOH-l"CS leo6-SAM-F'RS-IOF-F'G5 I806-sAM-F'R&-IOV AN-l"GS I!>06-sAM-l"RS-I2GI-PGS 1806-SAM-F'RS-l2H-PGS I806-SAM-F'RS-I21"-PGS I!>06-SAM-F'RS-l:2VAN-l"G5 l&o6-5AM-F'RS-I!5GH"G5 1806-SAM-F'RS-l!!IH-PGS 1806-SAM-1"1'.S-l!SF-,-GS lb06-SAM-F'RS-1!5VAN-PGS lb06-5AM-F'RS-l!ll:ST-F'GS la06-SAM-PRS-I!!156T-PGS ~6G6 Df:SG.RIPTION POP-I.IP 1'1JRF Sl"'RAY HeAO HITH l"t/!ltl"l.e GAP #A-466I0 POP-I.IP ~ 5i"RAT' HEAD HITH ~ GN' •A""'6I0 l"OP-U" 1'1JRF Sl"RAT' HEAD HITH l"URl"LE GAP #A466I0 POP-I.IF'~ Sl"RAT' HEAD HITH PLIRPL.E GAP •A466I0 l"Ol"-U" 1'1JRF Sl"RAT' HEAD HITH l"URPLE GAP IIA-466I0 POP-U" ~ SPRAT' HEAD HITI-1 PLIRPLE GAP 11A""'66I0 ,-OP-U" "T1JRF Sl"RAT' HEAD l'IITI-1 PLIRPLE GAP 11A466I0 POP-UP "T1JRF SPl'lAT' HEAD l'IITI-1 l"URPLE GAP #A-46610 6PM AADIIJSF'SI .10 ,. .'2.0 5' VARIES !!I' .00 e,• .52 e,• I.I e,• VARIES I!>' -3"1 10' 30 30 30 30 30 30 30 30 l"OP-IJI" T1JRF SPRAY HEAD l'IITH l"URf'LE GAP IIA"466I0 _-,q 10' 30 l"Ol"-IJI" "T1JRF SPRAY HEAD HITH l"IJRPLE: GAP #A-466I0 1.56 10' 30 POP-I.IP T1JRF SPRAT' HEAD l'IITI-I PLIRPL.E GAP #A"466I0 VAll!.IES 10' 30 F'OP-UF' TVRF Sl"RAT' HEAD i"IITH l"URF'l.E GAP #A.466I0 0.65 12' 30 POP-UP TURF Sl"RAT' HEAD HITl-l l"URF'LE GAP IIA466I0 1.3 12' 30 POP-I.JI" TVRF Sl"ftAT' HEAD HITH PUltl"LE GAP IIA"466I0 2.65 1.2' 30 POP-I.JI" T1JRF SPRAY HEAP i"IITH l"\JRF'l..E GAP #,'1.46610 VARIES 12' 30 ,-Ol"-IJI" T\Jlltl'" !ll"l'llAT' HEAP i"IITH l"URP"Le GA1" IIA ◄tfilO o.q:z 15' 50 POP-I.IF' TVRF SPRAY HEAP i"IITH PURPLE GAF' #A166I0 IS 15' 30 l"OP-IJI" T1JRF SPRAY HEAP i"IITH PL1RPL.E GAP 11,A,466I0 a.i 15' 90 POP-I.IP TVRF Sl"RAY HEAP HITH l"URF'l.E GAF' IIA-466I0 VARIES 15' 90 F'OP-U" TVRF SPRAT' HEAP l"IITH l"URF'l.E GAP AA ◄l!if>IO 0.65 ,4,'Xl!5' 30 F'OP-IJF' TURF SPRAT' HEAP l"IITH PUltl"LE GAF' IIA466I0 1.30 ,4,')(30' 30 POP-UP ~ SPRAT' HEAP i"IITH F'URPLE GAP 'l,A,◄66I0 .10 !5' 30 F'Ol"-IJF' SHRUe Sl"RAT' HEAD l'IITH F'URPL.E GAP •A-466I0 .'2.0 5' 30 POl"-U" SHRUB SPRAY HEAP i"IITH F'URPI.E GAP '1,A.466I0 VARIES !I' 30 l"OP-IJF' SHRUe 5F'RAY HEAD i"llTH F'URPI.E GAi" •A-466I0 .90 &' 30 ,-OP-uF' SHRUe SPRAY t£ACI i"llTH ~E GAF •A-466I0 .52 e,• 30 l"OP-IA" SHRUB SPRAT' HEAP i"llTH l"IJR!"I..E GA,-•A466I0 I.I I!>' 30 F'OP-U" SHRUe SPRAT' HEAD i"l1TH l"lRPLE GAP IIA-466I0 VARIES I!>' 30 POP-uF' SHRUB SPRAT' HEAP i"l1TH F'URPL.E GAP #A-◄66I0 -3"1 10' 30 f'Ol"-IJF' SHRUB SPRAY HEAD HITH F'URPI.E GAP •A-466I0 _-,q 10" 30 POl"-UF' SHRUB SPRAT' HEAP l'IITH F'URPL.E GAP •A-466I0 1.5& 10' 30 POl"-IA" SHRUB SPRAY Hl!:ACI l'IITH ~ CAP #A466I0 VARIES 10' 90 POP-UP" SHRUB SPRAY HEAP l'IITH PURPLE GAP •A"466I0 0.65 12' 30 POP-LP s+«UB SPRAT' HEAP i"IITH f'URPI..E GAP IIA-466I0 1.3 12' 30 POP-LP SHRU6 SPRAT' HEAP i"IITH f'URPI..E CAP #A"466I0 2.65 12' 30 POP-IA" SHRUB Sl"RAY HEAD l"IITH F'UFU"LE GAF' •A"466I0 VARIES 12' 30 POP-LP SHRUB Sf"RAT' HEAP l'IITH l"URFI..E GAi" "'A166I0 o.q2 15' 30 FOP-IJI" 5l«IJe SPRA"I' HEAP l"IITt-1 l"URPLE GAP !IA"466I0 I.~ I!!!' 30 FOP-IA" SHlltUB Sl"lltAT' HEAD l"IITH ~ CA,-#A-466I0 3.i 15' 30 POP-I.IP SHRUe $PRAT' HEAP lo'\ITH F'URPL.E GAP !IA-466I0 VARIES 15' 30 POP-I.JI" SHRUB SPRAY HEAP l"IITH f'URPI..E GAP IIA466I0 0.65 4'Xl5' 30 POP-I.IP SHRIJB SF'RAY HEAP l"IITH F'URPI.E GAP IIA"466I0 I .5 4'><30' 30 FIOOT l'V\icFI.IN6 SYSTEM 0.2!5 30 NOTE:, POf'IJPS R.EGUIREI? ONL "I" IN R.IGHT-OF-ll'tA"I" AND 'TURF / SHRU6 6EDS l"IITHIN 10' OF HARDSCAPI: AND ALL PEOESTR.IAN USES. OUTSIDE OF 10' IN SHR.U6 BEDS USE SHRUB SPRA"I" HEAD ON 12" R.ISER. l"IITH PA~S-NP (NON-POTABLE PLASTIG-SHRlJ6 ADAPTERJ [BJ l'IATEll 1-ETER -DEYELOf'ER IS Bl.I: FOIi. t-ETEl" IN!ITAI.LATION 111:kkSA TION ~ 0 -' ; RAllelRC1 Na.50H l"E6 911::; l'E! IO,c <.oONT!tl:lL VALVE (MON-fOT>af Mffl'J -SIZI! """-!'LAN -0/ i:>e:::,ODBlt MM 5 ~ 1'1!15 V/>LVE GUc.K C<:U'Lell Vt,J.,VE f'Oll. li!E(;YGU!7 M"TBi! PEL50N MODEL "16-45 AAIM!SIRC1 SB eElltJE5 MASTER IC&IOIC CONTRa. ¥Al.VE M 'l'RiE-lMIOII FI..ASTIC, ao.LL V/>LVE • L.11£ SIZE /::;_ El5(;'11't1C, ~TAJ. EN" cm£ltS • Flla.P YelJFY" LOC,ATION I!) l'IIL.KINS 500 5ell.lE:S l'"""'f55I'1'1E RES•-"'TOR ~ C"'L SfN!if l'M 1.a, l'LON 5"1150!' 1:8) FEBGO t,211"( '8lllGE1' l"!l'.l:5alRE ~ PRE:vEN1St e R.\J..!IOX f'VG P>GIFIG PI.A!5TIG6 'C,T"C,LE l'I.Ol'I' GL 200 1.A'll:IU,L LINE • Sill= PEI'. PLAN -12" MINIMJ,f GO'\ll!R • !l/4' M-SIZE (l".M!'I..E,I ---PVC. J8>Gll'IC, PIMTIC-S 'C,"!"C:.U: l'\..Ol'I" CU!l5 MAIN LINE (2" Of' Ll'Nl!ftl SIZI! P'l!II; PLAN• 16' 1'1IN-C,Ov!!!' FOIi. 2-1!.2' NfD Lel6 24' GO',IEllt FOIi. !!'+ll.2' (P\R'Lf) PAC,IFIC. l'l.ASTIGS "C,"!"c;LE FLOW' PVC. IMISATION Ptl'E SU:IM: -Mlc,E Tl£ SIZE DI' l'IORKIN6 LINE l"Ac-lP'IG ~TIC,!l 'C-Yc.L.f f'LOl'I" 'f'VC, l'll!IE Sl.fEVE • :2" MIN 51 EEYE5 !iHt!,ll,, BE Na FOi I < I ts, -MAIN&, ll'IR, "'NCI LATl!AALS LNtlfl'. VEHIC:.U: PAVINe TO !IE IN 51:!"ARATI! f'VG 5Gl-e:iu.J!; &o ~ l'IITH st•~ -MAile NfD NII!~ FeDe::,l'l'llNI f'AVINe TO E!E IN 5El"NIATI; f'VG sc.te:M.E 40 'IJ!IM!5 l"ITH ie• ~ -LA1£R,l,LS UNDER PEPES'l1'llAII f'AVll6 TO EE IN f'VC, SGIEl\l.E 40 5LEE\/ES i"IITH l:Z' GOVER. -SE!; Sl.fEVIN6 CHARr ON PASE 14 ASSOCIATES landscape architecture rt• ~91g SI.SO rlo e.an 11.leao drive ... ;u 350 ••n dlego ea 9110• 1U9 ?'l& 1IMO APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 11115/07 lrrll CITY OF CARLSBAD II SHEETS I 4115/08 6/18/08 Pl.ANNING DEPARTMENT 63 /RH/GA TION /.£GENO .t NOTES FON: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED 1t...:-J{ S3: _ ~\.£)-tr I (t,.-~.., DATE PlANNING OWN BY: PROJECT NO. DRAWING NO. DATE INll'W. DATE INIT1'l. CHKD BY: CT 02-16 4JJ-6U REVISION DESCRIPTION OTHER lfl'Rf:NM. Cr!Y APPIW'IAL RIIWD BY: CMWO ........ w : i ' ' I I. ' : I ----~-- A ® F K p t.lAINUNE, LATERAL. AND WIRING IN THE SAME TRENCH ' PLAN VIEW RUN WIRING BENEATH AND BESIDE MAINLINE. TAPE AND BUNDLE M 1 C-FOOT INTERVALS. NOTES: SECTION YlE'f t.lAINLINE LATERAL WIRING IN CONDUIT PIPE PIPE WARNING TAPE -(2) TOTAL -I ATTACHEIJ TO THE TOP OF t.JAINLINE WITH PL'STIC TAPE EVERY 5' ON CENTER I -12• ABOVE t.lAINLINE AU. SOl\lENT WEUO PLASTIC PIPING TO BE SNAKE!) IN TRENCH AS SHOWN. TIE A 24-INCH LOOP IN All. WIRING AT CHANGES OF DIRECTION OF 30" OR GREATER, UNTIE AFTER All. CONNECTIONS HAVE BEEN MADE. 1. SLEEVE BELOW AU. HARDSCAPE ELEMENTS WITH SCHEDULE BO NC TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE WITHIN. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PIPE & WIRE TRENCHING NTS B 2 5 0 ROUND PURPLE PLASTIC VALVE I Fl:it:• c~? OR EQUAL BAU. VALVE INTEGRAL UNIONS PVC SCH. 40, 4li" EU. (TYP) © NC PRESSURE MAINLINE PIPE (SEE SPECS.) (D 1 cu. FT. PEA GRAVEL © 2X4 REDWOOD OR BRICK BLOCKINO @ DEPTH-SEE SPECIFICATIONS 1 15 14 ,, 0 JC-INCH LINEAR LENGTH OF WIRE, COILED @WATER PROOF CONNECTION (I OF 2) ~ ID TAG REMOTE CONTROL VALVE: RAN BIRD PEB r., VALVE BOX WITH COVER: \:.,I 12-INCH SIZE I FINISH GRADE/TOP OF MULCH PVC SCH BO NIPPLE (CLOSE) PVC SCH 40 EU. PVC SCH BO NIPPLE (LENGTH AS REQUIRED) § BRICK (I OF 4) PVC MNNLINE PIPE SCH BO NJPPL£ (Z-INCH LENGTH, HIDDEN) AND SCH 40 EU. @) PVC SCH 40 TEE OR EU. Gj) PVC SCH 40 MALE ADAPTER @) PVC LATERAL PIPE @ 3.0-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL REMOTE CONTROL VALVE _.:..,½c,:%L,½';<.<1/,c,:½L,1//,c,:1/,:,c:1/,,:,½';c,:1/,L,1//,u1/,c,:%L,½':u1/,'.L%u'.;½~rfL%u1//,c,:%L,½':,:,1/,c,:%L,½':u1/,'.L1/,u1//,u1/,L,~G=--0 L 3r5 FEET ~I~ REQ. ;RT. SEPARATION LEGEND G)sTREET SURFACE @ PCTABLE SERVICf LINE @RECLNMED WATER IRRIGATION MAINLINE W/ SLEEVE NOTES: All. RECLAJMEIJ WATER IRRIGATION PIPE AND Sl.EE\IES SHALL BE PURPUE AND LABEi.ED AS SPECIFIED IN: "STANDARD SPECIFICATIONS FOR PRIVATE IRRIGATION svsn:~s· ANO "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR CONSTRUCTION OF RECLNMED WATER MAINS" OCTOBER 199J BALL VALVE NTS G POTABLE MAINLINE CROSSING I I I I 1 ~In! l~..-p-0 RECYCLED SIGNAGE 0 RECLAJMED WATER SIGN ~ FINISH GRADE 6' X 1-1/4' T POST VANDAL PROOF HARDWARE 0 PAv1NG I DITCH SLEEVES PVC CN' (TYPICAi,) DEPTH AS PER SL~ CHART • NOTES: 1. AU. PVC IRRIGATION SLEEVES TO BE SCHEDULE 40/80 PS PER SLEEVING CHART PIPE, 2. ALL JOINTS TO BE SOL\IENT WELDED ANO WATERTIGHT, 3. WHERE THERE IS MORE THAN ONE SLEEVE, EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMU~ ABOVE FINISH GRADE. 4. MECHANICALI.Y TAMP TO 95:1 PROCTORL SLEEVING Q NOTE: 0 FINISH GRADE/TOP OF MULCH @QUICK-COUPLING VALVE WITH LOCKINO PURPLE CAP 0 VALVE BOX WITH PURPLE CO\IER: 6-INCH SIZE 0 3-INCH MINIMUJ,I DEPTH OF 3/4-INCH WASHED GRAVEL ® NC SCH 80 NIPPLE (LENGTH AS REQUIRED) © BRICK (I OF 2) (D PVC SCH 40 STREET ELI. © PVC SCH 40 TEE OR EU. @ PVC MAINLINE PIPE @ PVC SCH 40 Ell. @2• x 2' REDWOOD STAKE W/ STPJNLESS STEEl GEAR CLAMPS OR EQUIVALENT SUPPORT SYSTEM 1. FURNISH FITTINGS AND PIPING NOMINALl.Y SIZED IDENTICAL TO NOMINAL QUICK COUPLING VALVE INLET SIZE, 2. QUICK COUPLER VALVES SHAU. BE OF A TYPE APPRO\IED FOR RECYCLED WATER USE. QUICK-COUPLING VALVE 4' MIN. 4• MIN. 0 PULL BOX @ LOCKABLE TOP 0 FINISH ~RADE /TOP OF MULCH 0 CONTROL WIRES @ 3.0-ll"CH MIN. DEPTH OF 3/ 4 WASHED GRAVEL © BRICK (1 OF" 6) (D CAPPED t.lAINLINE FOR FUTURE USE PULL BOX/ MAINLINE STUB 1'-6" 1'-6' 1'-6" 1'·6' NOTE: NO MORE THAN 4 REMOTE CONTROL VALVES ARE TO BE INSTALLED PER MNNIFOLO. All. MNNIFOUOS ARE TO BE INSTALLED IN PLANTER AREAS PER SPECIFICATIONS. C TYPICAL MANIFOLD CONFIGURATION 1---24••---- POTA6LE ;>ERVIC-E LINE: -----1 12' Ml IMUM t 10' MINIMUM TO POTA6LE MAINLINE IN STRl:ET Rf:G.YC-LED HAT!;R IRRI\SATION MAINLINE: H/SLEl;VE NOTE:, VERTIC-AL C-Lf:AAANc-e OF 12' MINIH!M IS MANDATORY l'IH!;;N C-R0$ING PATH OF A POTA6LE HATER LINE. INSTALLATION OF Rf:G.YC-LED HATER IRRI\SATION MAINLINE 24" FROM FAc-E OF 5ID6'1ALI< HILL PROVIDE: THE: Nea:$SAR'I" 10' HORIZONTAL C-U;ARANC,E; FROM POTA6Lf! MAINLINE! IN STRl:ET, H M lo POTABLE SERVICE LINE CROSSING , .. Eg 0 UNITED GREEN TECH 111• SATELUTE ASSEMBLY (SA SERIES) NEMA 3R RANPROOF ENCLOSURE (UL LISTED) @ MASTER VALVE RELAY 0 3/4' NC CONDUIT FOR 120 VAC FROM METERED POWER SUPPLY 0 RADIO REMOTE ACCESS @ PVC CONDUIT FOR CONTROL WIRES, SIZE AS REQUIRED © 1-1/4' PVC CONDUIT FOR COMMUNICATION CABLE TO CCU (D I" NC CONDUIT FOR FLOW SENSOR CABLE AEF 95U-2SP © 5/8' DIA X 8' GROUN ROO W/ j10 GROUND WIRE ANO CI.AIJP ® FILL VOIDS WITH CONCRETE @ HUNTER 'SG-MC' VANDAL RESISTANT RPJN SENSOR INSTALLED AS PER MANUFACTURES RECOMMENDATION. • PEDESTAL CONTROLLER SLEEVE CHART FOR IRRIGATION PIPE* PIPE SCH. 40/80 PVC CONTROLLER SCH.40/80 PVC SLEEVE SIZE WIRES SLEEVE SIZE 3/4" 2· 1-18 2" 1" 2" 19-24 2.112· 1-1/4' 2.1,2· 25-36 3" P.E. 0 SOLENOID (VALVE), MASTER VAL\/s, OR BOOSTER VALVE. @ DBY CONNECTIONS. 0 FIELD DECODER. FD-102, 2D2, 4DB, 6D1 0 TWO-WIRE CABLE @ INPUT © OUTPUT D SENSOR & MASTER VALVE WIRING DIAGRAM E MASTER CONTROL VALVE 7 G) PLASTIC NOZZl£ WITH PURPL.E CAP ® BRASS SHRUB ADAPTER ~ PLANT MAITRIAL FINISH GRADE/TOP OF MULCH UV RADIATION RESISTANT PVC SCH BO NIPPLE (LENGTH AS REQUIRED) © PVC SCH 40 EU. (D PVC SCH 40 STREET ELL © PVC SCH 40 TEE OR ELL ® PVC LATERAL PIPE @ HEIGHT PER IRRICATION LEGEND VALVE BOX ATERPROOF ELECTRICAL CONNECTORS (DD NOT USE PRE-FILLED TYPE CONNECTOR$) V \ V V ' • AV ' ,._, w V ' "-/ B' OF GRAVEL IN VALVE BOXES FLOW METER V \ V V w\, , .w , fl\ "' v , "-/ PIPE SIZING CHART F.M. SIZE ,. 1,25• 1,5• 2" 3• UPSTREAM DOWNSTREAM LENGTH LENGTH 1 o· 5• ~2,5• 8.25· 15• 7.3· 20" ,o• Jo• 15• NOZZLE ON RISER NTS J FLOW SENSOR NTS 0 COPPER UNION (1 OF 2) @REDUCED PRESSURE BACKFlLOW PRE\IENTER: RAN BIRD RP-QT 0 COPPER MAUE ADAPTER ( I OF 2) 0 COPPER 90" EU. (I OF 4) ® COPPER PIPE (TYPICAL) © FlNISH GRADE 6 (vPVC MAUE ADAPTER @IRRIGATION MAINLINE PIPE ® COPPER FEMALE ADAPTER @'SCHEDULE K HARO COPPER' PIPE FRO~ POINT-Of- NOTE: CONNECTION 1. INSTALL BACKFlLOW PREVENTER AS REQUIRED BY LOCAL (jJ) PRESSURE REDUCER CODES AND HEALTH DEPARTMENT. VERIFY LOCAL r,;;\12 UNION TYPE K COPPER REQUIREMENTS PRIOR TO INSTALLATION. ~ - 2. 'SCHEDUUE K HARD COPPER' PIPE TO BE USED BETWEEN METER AND BACKFLOW PRE\IENTER, l. INSTALL PER CMWD SID. DWG. # W-20 N BACKFLOW PREVENTER "AS-BUILT " EXP,----DATE DATE, 2/01/01 DAAHN 6Y, c-6/HH/Ji;H J06 NUM6ER: 2100.~& FILE, REVISION;;,, 0 PLANT MATER,11. @ FINISH GRADE/TOP OF MULCH 0 POP-UP SPRAY SPRINKLER: RAN8IRD-PCS 0 -PCS P, SCH BO NIPPLE LENGTH PS REQUIRED) ~ PVC SCH 40 EU. PVC SCH 40 STREET ELL <D PVC SCH 40 TEE OR ELL © PVC LATERAL PIPE ® ADJACENT PAv1NG 6 0 POP-UP SPRAY SPRINKLER ♦ .. HOWARD:: •ASSOCIATES• • • • • landscape architecture rl•2!1J9 8880 r;a aaa 11.iego 4riv• •'-'iU l50 aan dlega ca 92108 6111 HB 9660 1-1/2" 3" 37-48 4" REVIEWED BY: 2" 4" 49-72 6" 2-1/2" 6" 3" 6" INSPECTOR DATE uTI 4 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD Lill PLANNING DEPARTMENT 3 4" 6" ll/1/IGATION DETAILS FOi/: NOTE: SLEEVE CHART IS FOR THE CONVENIENCE TO THE CONTRACTOR. CONTRACTOR SHALL PROVIDE ADEQUATE PIPE SLEEVE SIZE TO ACCOMMODATE THE INSTALLATION OF THE IRRIGATION PIPE AND WIRES "SCHEDULE 80 PVC FOR UNDER STREET PAVING "SCHEDULE 40 PVC FOR UNDER WALKWAYS BENCHMARK: DESCRIPTION: STANOARO !l-10 STREET CENTERUNE llfl.i. MONUMENT LOCATION: CEN7EI/UN£ CF El. CAMINO REAL AT ENGINEER'S STATION 454r 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVEI.S (Na COUNTY 'lfRT. CON TROl OA TA) ELEVATION: 68.419 f}AT/JM: /J.S.C. i!-G.S. OATE INIT,11. DATE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION OTHER APPROVAL ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED l1 J-[ q, ~\Ll:\t 1. S·$·Q7 PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INIT,11. CHKD BY: CT 02-16 CITY APPROVAL RVWD BY: 43J-6M ' CMWD ' i ' ,, . ;" ' ' ' .~: ;) ' '· - L ,; PAAT I -GENE;AAL I.I GENE;AAL C-ONDITIONS, 711• "3enerc::il G-Ondltlime, &p9G-iGII e-ondltlone, ood Division I, Cl('" Gin Gldded pGlrt o, thlll see-tlon c::ind the G-Qni:r"c::ie-t fQI" thi1 Y<ork. ohGIII q,pl~ t" l;hi1 see-tlon GIi full~ 01 1, repeated herein. 1.2 ;,e,ope, 711• Y<ork. Inc lude11 c::ill services, lc::il:>or, mat9r1G1ls, vanspartatlon and equipment neceseary tQ p.,,-fc;,rm the Y<ork. lndle-ated on the drGll"ling1 G1nd 01 spee-lried. OV<n.,,-/develPper Y<ill P~Glin G1nd pa~ <all perm!!;$ required I:>~ "3Pvernin9 autnorltle11. All on site, r9e-laim9d Y<ater plpin9 shall i:,., ine~allN in ae-e-ordane-• Y<ith the, uniform plum1:>1n9 e-ode G1nd GIii oth...-lx<:il gove>rnin9 G-Od9:>, rule:>, and r9<;julatlon. All pipin9 :;h<all l:>c, e-ontinuou:;I~ and permc::inently marked Y<it.h the, manufa,otur.,,-'11 nc::imc, or trademarlc, nc;,minGII slz9, G1nd s,ohedul• or ,ofas1 indicating th• pressure, rating. PEaRMIT:> AND LIC.EaN5ES Unles:, c:>therY<isc, stated, se,ourc, the required IJ,oenseo, c::ind permit:, Including pa~meni;$ o, c;.har":)el and fees, give, required nptl<0e1 t" public authc:>ritle•, and v.,,-1Py permits secured or arrc::in"3ement11 mc:ode by oth.,,-11 c::irfet0tlng the Y<ork. c;,P thi1 section. 1"1G1ter meter1 c::ind po,,..,,- meter1 Y<ill b• th• re>sponsll:>llity oP 1;11., oY<ner c::ind/or hill representc:otlv• for lnstc::illatlc:>n and permit feee. 1.2.1 REI.A rec, /'<QR.Ki I. l..c:andscc:ap1n9 section 024el0 2, C.ompllG1nc" tQ C.ity oP C.arlsl:>c:od r°"lc:,imed Y<ater standard:, 1.2.2 GUAI..IT'r" ASSUAANC.e . I GUALIFIC.ATIONS OP INSTAI..I..E;RS Provide, at least on" persc;,n Y<hQ shall bs present at all tim<l'II during ex.,cutic;,n c;,P l;hl11 portion c:>P thao V<ork. and "'h" shall l:>c, thor,;,ughly familiar Y<ith th• t!JP• QP materials b9lng lnstallecl, thao mat<i>rlal manufa<-tur<i>r'II recQmmended methc:>d11 QP installatlc:>n, thao C.ity c:>P C.Clf'lsl:>ad reclaimed Y<ater etandard11 and Y<hQ shGIII dire,ot GIii Y<c:>rk. p<i>rfQrmed under thi:, se,otlQn. .2 C-ODE;S AND STANDARDS In G1dditlQn t" c.c:>mpl~ln9 Y<it.h all pertinent c.c:,deo, and resulatic:>n•, c.c:>mply v.lt.h thao latest ruleo, c:>P th• Natlonc::il Elecvlc.GII C.QdlJ Glnd E:lectrlc.GII Safety Ord<i>rili QP th• $tQt., QP C.Gllifc:>rnla, cllvlslc:>n11 QP lndustrlGII safet!I, for all el°"i:r"lc.G1I Y<ork and materlG1l1. l<.efer t" th• late>et edition c:>P th• Green !;¼>Qk StandG1rd" Spec.lflc.atlc:>n11 for public. Y<ork.5 G-Qnsvue-tlc:>n V<h<i>rc, applicable. 711e C.lty c:>P Carlsbad rec.lalmed Y<ater standard:>, latest edlt!Qnll and rule11 c::ind re9ulatlc:>n for rec.laimed v.ater s,:1rvlce in the C.it~ c:>P C.arlsl:>ad. Latest editic:,n:, arc, lncc:,rpc:>rated lntQ thee• spec;.Jflc.atlQnll l:>y r,:1f.....-enc.e11 v.h@re rec. laimed Y<ater 111 prc:>p<;>sed. . 1.3 SU6MITT AI..S, .I Submit c.c:>mplet• materlc::il list prlc:>r tQ perfc:>rming any Y<Ork. Sul:>mit c.atalc:>9 dat<:1 and Full des<=,rlptlv• llferature Y<henever the us• oP item• dll'f.....-ent than thQ&IJ specified 1, reque&ted. Submit nc:,tarlzed G-<i>rtlflcatea by plastic. pipe .:md fitting manufacturer• lndlcatln9 !;hat mat...-lal e-omplle1 V<ith spec.iflc.at!Qns, unless mat@rlal has l:>een prevlou&I~ apprc:>ved. .2 Submit materlGII liet usl"9 tho follc:>Y<in9 lay,;,ut (DQublo spae-ed b9tv.een ea,oh item) Item De&c.rlptlon Manufacturer Model Ne:>. I. Pressure Mainline, l..a:;c." SC.H. 40 2. l..=n Head Rainbird 1Wf>-12P 3. Etc.. Etc.. Etc.. .3 Equipment or material, lnetall<>d or Pumlshed Y<ithout th• prior approval oP the l..andscap• Arc.hltect or City Inspector may bs re Jec.ted and suc.h mat...-lala rem9ved from the s1t111 at n" expense t" the c:>Y<ner/develope>r. . 4 Appr,;,val QP any item9, alternative, QI" ,wbetitutic:>n indlc.ate1 Qnly that thao prc:>du,ot(s) apparently meet th• requirement, oP th• drGlv.lng:, and spec.!Plc.atlc:>n:, c:>n thao basis c:>P th• Jnformatlc:>n or samplee, submitted. .5 7110 G-Qni:r"ac.tor Is respc:>nslblo for perfQrmG1nc.e c:>P substituted Item:,. IP substitution pr,;,ve11 tQ l:>ao unsatisfactory, tho c.c:>ni:r"actc:>r sh<all r9pla<-a> it Y<ith c:>rlslnally &p9c.lfled item at n" CQst tQ the, Qr<ner/develc:,per. 1.4 GUAAANTE;E;, .I Submit Y<ritten 9uarante,c, in apprQved form that all Y<Ork. shQY<ing defect, in material, or Y<orkmanshlp Y<III bGI repaired Qr reploc.ed at no G-Ost t" tho Qv.ner/deve,loper for a perlc:>d c:>P c:>n• year frc:>m tho date c:>P acceptanc• by thao c:>Y<ner/d6'velc:>per. .2 711• suarantee Form shall be ret':jf'ed ont" the c.onvactc:>r'11 letterheod and G-Ontaln tho fc:>llc:>Y<lng lnfQrmatlc:>n, A. Guarante• for lrrl9"'tlc:>n syetem -(Prc:>Ject name). "'" hereby guarc:anteao that thao lrrl9atlc:>n system v,a, havao Furnished and installed For (proJe<-t name) lo, !'re• frQm defect• in materlale, and Y<c:>rkmc::in,;,hlp, and l;he Y<ork. ho, been c.ompleted in ae-c.orclanco Y<ith th• drGll"lin9:, and specifie-ati,:>ns, ordinary v,eQI" and teGII" and unusual abuse, or neglect exc.epted. l"IGI "''if'ee t" repair c:>r repla,oe an~ d9fe<0t11 In material c:,,- "'"rkmanshlp Y<hlc;.h may develop during th• p<i>r!Od c:>P I year l'rc:>m date oP acceptanc.11 and als" tQ rep<:ilr or reploc;c, <:in~ d<:ima9• resultln9 from th• repalrln9 c:>r replaG-1"9 of such defec.tt at n" additional c.,;,st t" tho c:>Y<ner/ doveloper l"I• ,;hall mai<;, s1JG-h repairs Qr replac.ement11 Y<lthln a reasonabl• time, 011 det<i>rmlne,:j by the c:>Y<ner/develc:>per, arter ree-elpt:, oP Y<rltten nc:,tlce. In thao event c:,P c:>ur fallur• tQ makQI suc;.h repaint c:>r replacements Y<lthln a reasc:>nabl• time, after rec.elpt c:>P Y<t'ltten n,;,tlc.o frQm tho oY<n<i>r/develc:>per, ,,.., authoriz11 th• c:>Y<ner/dovelc:>p...-t" pro,oeed t" have &aid repalr11 or replacement:, made at our expense and Y<a> Y<III pay thao G-Qste c::ind c;.hCll'<3e1 there/Qra> upc:,n demand. 6. PF<OJEC T, (Pre:> Ject name) c. 1..0C.ATION, /Lesal de,sc;.rlpt!Qn c:>P prc:>jet0t prc:>p<i>rt!V Signed, Title, Addre,s:, Te lephQno ;;1gnature and Data,, 1.5 OE>SERVATION, l.:;i.l INSPECTION SC.HEDUI..E .I In all c.ase, Y<herao c:>bservatlc:>n QP thao sprinkl...-system Y<Qrk. ill required Glndlc:>r Y<here pc:>rtlc:,n:, c:>P th• Y<Qrk. ar• spec;.lfled tQ l:>c, performed under th• dlrectlc:>n and/c:>r c:>bservatl,;,n QP th• l..andscap• Arc;.hlte,ot c:>r C.it~ Inspector. 711e c.onvactor 111 responsll:>I• for n,;,trf~lng th• l..andscap• Arc.hitect or Landscape C.c:>ordlnatQr In advance for the fc:>llc:>Y<lng lnspectlonei, ace-ording tQ th<11 timao indle-ated, A. Pre-jw c.onferenc.e -l c.alendar doy11 ei. l..xatlc:>n c:,P Irr 19atlc:>n :; I eeve::1 -41) h,;,ur1 C,. l..a~,;,ut QP c.Qni:r"c:>I equipment, sprinkler head:, and piping -4e, hc:>ur11 i;,. Preseure malnlin11 instG1llatlc:>n and testing -41) hour, e. C.onformanc.e t" regulatlon11 fc:>r rec lalmed Y<ater -4e, hours P. Lateral tren,oh dep~ ,ohe,ok. -4e, h,;,ur:, G. C.c:>verasc, test -41:> h,;,ur, H. Final lnspee-tlc:>n -41) hc:>urs I. Not1'y tho C.ity "p vCll'lsbad 24 hc:>urs in advG1nce QP 1:>e9lnnlng Y<ork. (;e,o) e>l!li-f>"TOe, .2 l"lhen lnep<0ctlon1 have been CQnd1JG-ted I:>~ Qther than the l..andsc.apo Arc.hltect Qr !;he l..andse-ape C.c:>ordinatQr, shQ>1 evldene-ao QP Y<nen and l:>y Y<hQm theso inspec.tlon1 Y<erao made. . 3 N" lnspe<-tlon Y<III c.ommenc• Y<ithc:>ut a:,-1:>ullt drGll"llng:,. In the event the, G-Qntrac.tQr c;.all11 for an inspectlQn v.ith,;,ut as-built c:lra>1l""3•, Y<ithc:>ut G-Ompletlng pre>vic:>usly nc:>ted e-c:>rrect1Qn5, or Y<ithout prepG1rlng the system for lni;pectlon, !;he ,oonvacfor shall l:>e resp<;>nslble for re>lmbursln9 th• L.andscapao Arc;.hltect or the l..andse-ap• C-Qordlnator at the, rate of :1>100.00 per hour (plu1 an~ i:r"G1n&portat!Qn c.c:,,;t) for th• inconvenienc.e. NQ further Inspection:, Y<ill b• ,;c;.heduled until thi:, c.hars• ha:, been pold. 711<11 C.it~ Y<ill require a:,-bullt draY<ing• tQ l:>e approv<>d prior tQ backfilling malnlin<11 trenc.h. 1.6 TESTING-, .I Furnl5oh all nec.essary tei;tlng equipment G1nd p<i>r&c:>nnel t" meet testl"9 requirement. .2 C.c:>rrec.t all defect Glnd reteet until ac.ceptanc.e by oY<ner and C.lty. l.f>.I TE;ST;, . I Mais. h~drQi;tatlc test11 only In the presenc• oP !;he C,it~ Inspector • a r<>pt"eeentatlve oP the ol"ln<i>r/deve,loper. Air pressure c;.hec;.k c::ill line:, that c.c:>ula Y<eaken or damase Gin~ major svue,ture:, c:>r hG1rdsc.ape:,, IP Y<ater Y<erc, used. N" plpa, shall be b<ac.kfllled until I; hae, been inspected, tested, and appr,;,ved (lnc.ludl"9 as--bullts). .2 Furnish necessary f<;>rce pump and GIii c:>ther test equipment. .3 Test all pressure, malnline1 under a hydrc:>statle-pressur• QP 125 P.S.I. fc:>r a period c:>P fQur houri. .4 AU te:>ti"9 5,hall bs c:appr"ved prlQt' tc:, the ini;tallatlc:>n QP remc:,tao c.c:>ni:r"c:>I valve:>, qulc.k. c.c:>uplere, c:>r other valv.; as:semblle:,. .3 All piping under paved areas shall be tested und<i>r a h~drc:>statle-pressure c:>P 12:; P.S.I. fc:>r a perlc:>d oP fc:>ur hour11 anc:I pr,;,ved v.atertlght, prior tQ tho pavl"9 operation. 1.6.2 ADJUSTIN<:i SYSTEM . I 711e c.c:>nl:t'"actc:>r ,;hall flush and adjust GIii lrrl<;jatlc:>n head• and VGllve>:, for c:>ptlmum perfc:>rmG1ne-• <:ind tQ prevent over spray Qnt" Y<alke, rQadV<a~"• bulldln':l"• Y<all11 <and c:>th...- i;l:t'"u<0ture11. .2 IP It is determined that acljue-tment1 In the lrrl9atlc:>n equipment or nc:>zzle c.han":)eS Y<ill provide prc:,per and mc:>re adequate c.c:>vera":)e, make all eu,oh c.hange• or make arransement• Y<lth manufacturer tc:, have adJui;tment made, prior to planting. .3 Adjust remoto ,oonvol valve:, (battery s~etem:,,) SQ that th• mc:>5ot rem,;,to sprlnkl...-head• operalc, at the pressure rec.c:,mmended l:>y sprinkler manufacturer. 1.e..,. C.OVERAGe re;;T .I l"lh.,n the irrlsatlon :,~stem 111 c.Qmpleted, the c.c:>nl:t'"actor shall perform a ,oc:,ve,ra9e test In the presence c:>P the l..c::indscap• Arc.hite,ot, Landscape C.c:>ordlnator or Cit~ Jni;pec.tor, t" determine If the "'ater c.,;,vera9c, for' planting G1rea1 is complete and adequate. rurnish <:ill mater1al11 and perfc:>l"m .;all v.c:>rk. required tQ correc.t any lnadequacle11 c:>P c.c:>vera"3• du• tQ deviations frQm th• pl<:in11 Qr Y<her• th• s~,otem ha:, l:>een Y<lilfully Installed GIi lnd!G-ated on th• c:lrGll"lln":)• Y<hen it 11 ol:>vlouely lnad<>quat• or lnapprPprlate, Y<lthc:>ut l:rl"":)lng this t" the attentlc:>n of the l..c::indsc.ape Archltec.) c:>r I..G1ndse-ape C.c:>ordinator. 711111 test snail l:>ao ac.c.c:>mplished beforao any ground G-Qver ,;,P turP 15 planted. 1.6,4 DIRECT BURIAi.. C.ONTF<OL l"ll~S .I All Y<irin9 shall bo tes,ted for c.Qntlnult!I, c:>pen circuit:, G1nd unlntentlonGII grc:>und:, prior tQ c.onnect1n9 tQ equ1pmeni. 711e minimum ln&ulatlon l"eslstane-• tc:, grc:>und :shall be fifty (50) mesaohm11. Any Y<irlng nc:>t meetin9 thio, requirement :,hall bGI replaced, at the cc:>nf:rac.tor':, expens•. I .f>.5 F INAI.. AC,C.E;PT ANC-e .I l"lhen all v,c:,rk. under thi11 e-onvact has l:>een G-Ompleted, inc.luding testing adjustment:,, additlc:>n11 or delet!Qn:,, the c.c:>nvactc:>r Y<III nc:,tify the oY<n...-for finGII Inspection and" q,pr,;,vG1I. FlnGII acceptanc• b~ th• OV<n...,. dpe:, nPt relieve th111 ,oontractor of hi:, re.,ponelbility of Y<arranty. 1.1 RECORD DRAl"IINGS, 1.1.1 RECORD DRAl"IINGS .I l<.eG-Ord c:lraY<lng1 shall bs prepared G1nd :,hGIU sho>1 all c.han9"'II In the Y<ork. <0anst1tutln9 dep.:irture5 frc:>m £he c:>ri9inal cc:>ntract c:lrGll"lln<;jll lnclvd1n9 thc:>se lnvQlvin9 bc:>th c.c:>nstant-pressure and Intermittent-pressure line:, c::ind appurtenG1nces. .2 All c.onc.eptuG1I c:>r m.;,Jor design changes, lnc.ludlng any c.hanses that may be affe,oted l:>y the requlrement5 c:>P thesao efandG1rd spec.lflc.ation:,, ,;half be appr,;,ved I:>~ the c:>Y<ner <:ind L.andsc;.ape Archltec.t before 1mplen1entl"9 thao chan9e5 In the c.oostru,otion c.oni:r"a,ot. l"lithc:>ut prior appr,;,val thi, c.c:>ntractot' ma~ bo required to rem,;,v• and repl<:ic• part or GIil oP th• s~i;tem at hi, c:>Y<n expens.,, tQ !:ring I; tQ th• or9lnall~ spec.lfled deel9n. FG1llure t" receive prlc:>r appr,;,val may result in termination c:>f s,ervlc.e. . 3 l<.eG-c:>rd accurate!~ ,;,n c:>n• set of black. and Y<hite prints c:>f th• irrlsatlc:>n drG1V<ln9:>, GIii c;.han9e:, In Y<c:>rk. CQnsE1tuting departure:, from th• original cc:>ntract c:lrG1Y<i""3S, 1nc.lud1n9 c;.hc::in9e11 In 1:>c:>th pressure and nQn-pressure line,. .4 Llpc:>n G-Qmpletlc:>n .;>P oac;.h inc.rement c:>P Y<c:>rk, vansfer all s1JG-h lnformatlc:>n G1nd dimene-lon5 to the prints. 1<.ecord c;.ha,'l<Je:, <:ind dimeni;Jon:, in .;i legible and prc:,fesslanal mc::inn...-. l"lhen the c:lrGll"lins:, are apprQvecl, 1ransfer all lnfc:>rmatlc:>n t" GI set c:>f reprQciuc;lble sepia m~lar draY<ins• supplied at c.c:>i;t by th• I..G1ndscq,e Arc;.hitect. .5 Dlmen,o!Qn frQm tv.o permanent pc:>lnt:, ,;,P refe>rence ~lldJnss, monuments, sldeV<alkll, curl:>a, pavement) all 1tem11 a, required. Pc:>st lnfc:>rmatlc:>n c:>n as-built drG1V<ln"311 day t" day a:, th• V<c:>r'k. 15 lnstGlllecl. All dimensions nc:>t<Od c:>n c:lraY<l"":)S ShGIII I:>• V4 Inch In slzo. . 6 Llpon c.ompletlon ,;,P ,i,ac.h lnc.r9m9nt c:>P Y<Qrk, all r9qulred lnfc:>rmatlc:>n and dimenslc:,n:, shall be transferred to the record c:lraY<ing11. Fac;.Jlitle11 and rteme to be IQG-ated and verified Qn the ree-ord c:lraY<in9,. Sho>1 dimensional lc:,,oatlc:>n and depth c:>P the fc:,lloY<ing, A. Pc:>lnt c:>f c.onnec.tlc:>n ei. R.:>utlng c:>P 1rrl"3at1on pressure mainline:, and all sleeve:, (dlmenelon mG1xlmum 10 fe>et alon9 rQutlng G1nd GIii directlonGII c;.han":)e•J (:,. Gat• vG1lvee D. lrrlgatlc:>n cc:>ntrol v<:ilve:, e. Gulc.l<. G-Oupler valve• P. Rout1n9 Qf conl:t'"c:>I !"lire, G. Autc:>matlc; cQntrollere "AS-BUILT H. Other re l<:ited equipment (as direc.ted b~ th.; I..G1ndscap• Arc.hitectJ P.E. EXP, ___ _ REVIEWED BY: INSPECTOR " DATE DATE --~ ---~--·'-' ~, ~--"'~ 7'--":IIOl■IO'""'. UllfJUIJaW. --L :I l; I', i' iilli. ·~~~fr- . l Maintain as-built c:lraY<in9s Qn the site at GIii time:,. 711ei;o draY<inss G1r• subject t" lne.pe,otiQn at anytime. .~ Mais. GIii c.hanse• tQ reproduc.11:>le c:lraY<ing• In ink. (no l:>G1ll-pc:>lnt peri). Us• .....-adlc.atlng fluid Y<hen redc:>lng drGll"lin';l•· C.han9e1 and dlmenelon1 ,;hall bs recorded In a le9lbl• and prQfesslc:>nG1f mG1nn...-. 1<.ec.c:>rd e-onsvuct!Qn draY<I"":)• shall be maintained at the jQb-slte during c.c:>nstrue-t!Qn • .'I The Landscape Arc.hitect shall provld• a complete set c:>P 'as-built' m~ICll's t" the C.ity oP Carlsbad upc:>n c.c:>mpletlon c:>P e-c:,nsvuctlc:>n. l..andsc.ape Arc;.hltee-t Y<lll l:>e required t" vansfer GIii as-1:>ullt lnfQrmatlc:>n tQ mykre. A5-l:>t.lllb shall bao prc:>vlded c:>n nel"I m~lar sheeb t" replace the C.lty s19ned mylare. 1.1.2 C.ONTF<OI..I..ER CHART .I As-built c:lraY<lng:, ~GIii bs apprQved by the 1-andsc.ap• Arc.hltec.t or l..andsc-ape C.oordlnatQr l:>efc:,rc, c;.hG1rt1 ar• prepared. .2 PrQVlde c:>ne e-oni:r"QII...-c;.hart QP the maximum size G-Qntrc:>ller door Y<ill allc:>,., for eac;.h ,oc:,ntrc:>ller supplied, shoY<lng the area ,oovered by that automatle-,oonvoller and a ,oorreo;pondlng lesend "' the equipment installed. .3 711e c.hart ,;hall be GI redvct!Qn of the actual as-built system draY<l"'3, IP the c.c:>ntrc:>ller sequenc• ie not legll:>I• Y<hen tho draY<ing 15 reduced, enl<:ir9e it t" a &lze that l"lill be readablo Y<hen reduced. .4 Chart shall be l:>lac.kllne print and a dlff<i>rent pastel trc::insparent c.c:>lor used t" shc:>Y< area oP c.,;,verase fc:>r eac;.h stc:atlc:>n. .:; l"lhen c.ompleted and appr,;,ved, h.....-metlG-ally s<>al th• c.hart l:>etY<een tY<Q pieces c:>P plG1stic., ec:oc.h pl""• be>lng a minimum 20 mil:, thick.. .6 C.hCll'ts sh<all l:>e c.c:>mpleted and apprc:>ved prlc:>r tQ final lnspe,otion c:>P tho lrrlgatlQn s~etem. 1.1.5 OPEaAATION AND MAINTEaNANC.E MANUALS .I Prepare and deliver t" the c:>Y<ner v.ithin 10 c.alendar da~• prior to cc:>mpletlc:>n c:>F c.c:>nstructlc:>n, all required and nec.essG1ry desc;.rlptlve material in c.c:>mplete detail and prc:>p.....-ly prepared In f,;,ur(4) lndlvldual bc:>und c.c:>plee. De>sc.rlbe the mat<i>CIGII Installed In "urrlc.lent cietalls t" permit qUG1lifled operating personnel tc:, understG1nd, c:>perate and maintain GIii equipment. lne-lude •pare part• lll•t anc::r re>lated mc::inufactur...-Information for eac;.h <>qulpment Item Installed. E:ac.h manuGII shc:,11 lnclud• the follc:>Y<lng, A. Index sheet i;tatlng c.c:>ntrac.tor's adc:lre,;1 and telephone numb...-. 6. Duratlc:>n QP '3UCll'G1ntee perlQd. C.. Lii;t c:>P equipment Y<ith name, and addresses c:>f manufacturer's lc:>c.GII representative. D. C.c:>mplet• Qperatlng and maintenance lnsvuc.tlon:, c:>n all majc:>r equipment. .2 In addition t" the mG1lntenG1nc.e manuale, prQvldo tho mainten<:inc.e persc:>nnel Y<lth instructions fQr major equipment G1nd she:>,. v.ritten evidene,c, tQ the l..andsc.apc, Architee-t Qr 1-andsc.ape C-Qordinator at the conc.lusion Qf the V<Ork. that his service ha• b<0en render<0d. 1.1.4 CHECK LIST .I C.c:>mplet• the folloY<ing ,oheck.lii;t at th• end c:>f the prQject, using the fc:>rmat shc:>Y<n, A. Pluml:>ing permits 0, nQne required, so nc:>te) e. Material, appr,;,vG1I C.. Preseur• mG1lnlln• test (t>!j Y<hom and date) D. As-built11 draY<lng:, c.c:>mpleted (r°"elved by and date) E. C.c:>nl:t'"c:>ller c.hart G-Ompleted (received by and date) I". Materlal11 Purnished (rec.elved b~ and date) G. Operatlc:>n G1nd mG1lntenc::ine-e manuG115 furnished (rec.elved I:>~ and date) H. S~stem and equipment c:>peratlc:>n lnstrue-tiQn5 (rec.elved l:>y and date) I. Manufacturer v.Q"rante,e:, (rec.elved l:>y and date) J. l"lritten suarantee by cc:>nl:t'"at0tc:>r (rec.elved by and date) .2 Fc:>rl'lard s19ned and dated c;.heck.list to l..<:indsc.q,e Arc;.hltee-t c:>f Landscape C.c:>ordlnatc:>r befQre FlnGII acc.eptance oP pre:> ject . 1.e, GENEAAL. REGlU I REMENTS, 1.e,.1 C-Qde r9qulremenb shall l:>e those of state and munlclp<al asenclee and regulatlQn:, Jo,oally s,;,vernin9 thi1 Y<ork, prQvldin9 that any requirement11 "' the c:lraY<in9:, and speciPlc.atlc:>ne, nc:>t G-Qnflicti"9 thereY<ith but exc.eed1n9 the c.c:>cie requirement:, shall s,;,vern, unlese Y<ritten permission t" tho c.ontrar~ i:, granted by the a9enc~. 1.e.2 Eaxvem• care shGIII bs exercised in e>xc.G1Vating G1nd Y<orking in the area due t" existing utllltlee. C.c:>ntrac.tc:>r ,;hG1II be respc:>nslble for dGlmGl<;jell c.aused by hl11 c:>p.....-atlc:>ne • l.e>.3 C.c:>nne<0tlQn11 shall be made at q,prc:>ximate,ly the lc:>c.atlc:>ne shc:>Y<n on the draY<ln9e. C-Qnvactc:>r shall l:>c, ree.pc:>nsible fc:>r minQr c;.han":)e• caused by actual site G-Qnditlc:>ne • l.e.4 S<-aled dimension:, <aro approximate. 6efore prc:><0eedln9 Y<lth any Y<ork, the ,oontra<-tor shall c.arefully c.h°"k. and verlPy GIii dimenslQne,. 1.e,.3 Plan loc.atTQns, c:>P heads, valves, cQntrQller and plpo lines are dlagrammatle-and lndlcato tho &pacing and re lattve lc:>c:at1on1 oP c::ill instGII latlc:>ns. 1.e.6 AU llne11 shGIII have GI minimum c.leG1ranc.e Qf six (e,) lne-he:, frc:>m eac.h other, and from llne>1 c:>f c:>ther vades. Parc::illel lines shGIII nc:>t: be Installed dlrec.tly c:>ver one an,;,ther. 1.e.1 Dlele,oi:r"iG-1:>ushlnss shGIII l:>e used In any c.onne,otic:>ns Y<it.h plpln9 c:>P dii;sJmllar metal materials • 1.e,.e, PQint QP connection shG1II b• approximately <:is shoY<n on c:lrG1V<in911. C-Qnnect ne>1 under9rc:>und piping and v<:ilve>:, and provld• all Flange•, adapter• or c:>ther nece,ssa~ fittJns• For cc:>nnectlon. 1.e,.~ Permlsslc:>n to shut c:>fP any existing In-use v.ater lines must be ,;,btainN 41) hc:>vrs in advanc-e, In Y<ritlng frc:>m tho Qv.ner/developer. 711e c.c:>ni:r"a,otc:>r eh<:ill recelv• lnsvuctlQnll frc:>m the c:>v.ner/cfc,veloper, 011 t" the exa,ot length QP time c:>P eac.h shut-c:>ff. 1.e,.1O C.QntractQr shGIII ae,quG1lnt himselP Y<ith .;all site c.onditlon:, . 1.e,.11 Maintenanc:e. 711e entlr• irr19ation ey1>tem shall bs under Pull autc:>matlc c:>p~atlQn fal' c:i perlc:>d QP l da~s, prlc:>r t" c::iny plc::intlng. , · 1.e.12 711e Y<ork. shGIII l:>c, acc:epted In Y<rltlng Y<hen th• entire sc.c:>p• oP Y<Qrk. hat l:>ee,n c.Qmple~ed t" t;hc, satrsfactlQn oP th• QY<ner. N" .;allc:>Y<anc.• fQr deviation frQm th• Qrlglnal plllnS <:ind spee,Jficatlons Y<ill be, made, unles1 prevJ,;,usly appr,;,ved by the OV<ner. . .·•· V'lhen any Item appear& c:>n the plan and not In the spec.lflcatlc:>n•, or In the, speclFIG-atlons an,:j not c:>n the plans, It shGIII l:>e e-oosldered In bc:>th. l'lhen c.onfllcts Glrls•, e-onsult the l..<:ind",oape Arc;hitect For c.lG1rlflc.atlc:>n prior to proc.eedln9. 711e c:>Y<ner Qr his authorized representatlv<11 ehall hav• the final authc:>ribj all ltem5 oP th• prc:>ject. . 1.e,.13 SERVICE 6'1"' THE: C-ONTRAC.TOR.• 711e convactor shall e.ervic• U1• •~etem at th• ov;n<i>f'!I requeet durln9 the guarc::inte• p<i>rlc:>q c::ind shall l:>e paid fot' Y<ork performed Y<hl,oh 111 nc:>t ,oov9red I:>~ the suarantee. If reque5tecl b~. the or<n9r, the G-Oni:r"actQr shall Purnlsh tho c:>Y<ner V<it.h a sc;.hei::fule QP servlG-e Pea, for additloo<ar v;Qrk. requested c:>utslde ,;,P the guarantee. · 711e cc:>nvactor shall engage th• "ervlc.01 oP a profe&slc:>nGII Y<ater mana9ement c.ompany approved by the 1rr19at1on designer G1nd prc:>vlde support services for the, FolloY<l"9 Irrigation equipment, exces11 fie:>,. seni;Jng autQ-<aln shut ofP and <0alll:>ratln9 sensors fc:>r 1!'XG-es11 fTc:>,.,a Inspect and test c;.c:,nl:t'"c:>ller• and 9rQund fault .. Mate Provide tec;hnlc.GII 5upport Qn the Jc:>b sit• as reque>sted by c.onvc:oc.tor for G-Oni:r"oller1, excee1 floY< o;enslng and avto-<aln shut c:>ff sensln9 "yi;teme. · · . . Training In operation c:>P all equipment. · · · . Five year limited field eervlc.e Y<arranty for <0onl:t'"c:>ller11 against original defec.te, In mat<i>rlali' and Y<orkmanshlp. l"larr<:inty sh<all bs provided in Y<riting. Avallal:>le thrPugh Hydroo;,oap• Produ<0t1. PART 2 -PRODl,IC,T;, 2.1 Material:;, All materials and equipment vsed in eprink.ler lrrlgat!Qn l"IOrk. 11hG11l b• ne,. and Y<ithQu~ Plav.1 c:>r defect:, and c:>P quality and perfc:>rmanc.e a, spec.lfled. · 2.1.1 Piping, Pipe i;Jze:, shc:>Y<n Gire nc:>mlnGII Inside diameter unless c:>therY<lse noted • .I POI.. YVINYL C.HI..ORIDE PIPE ("AI..ERTI..INE") FOR NON-POTA61..E l"IATER, (I) PVC. plastic; pressure lines, fc:>r plpln9 upetream c:>P remc:>te e-oni:r"QI valve• and qule,k,, c.c:>vplers. All fc:>ut' (4) Inc.Ii and smaller shall b• purple t0Qlored PVC. meeting AS11'1-l"Te4, fypao I, Grade PVC.-112O, c.ell close 12~i413. pipe, AS11"1 2241 fc:>r SDR ,olas, pipe, A$71"1 :2(>12 for "Alertlinl911• Pl'tESSUFte MAINLINE:, 1-1/2' and smaller pipe -sc.h<0ciul• 40 PVC. 2' c::ind larger pipe -C.las:, 515 PVC., SDR-15.ei NON-Pl'tESSUFte LA TE;AAI.., All non-pressur• pipe -class 200 PVC. pipe TYPE I, GRADE I PVC. PIPE:, Outsldo diameter Qf pipe ,;hall be tho same a:, lrc:>n pipe. Pip• shall be marked on i:Y<Q sides c:>P th• plpao at 24" intervals Y<ith "C.c:outlon 1<.ec.lalmed l"later'. Schedul• 40 pipe shGIII not b• threaded. Sc:>lvent shall be ae supplled by pipe manufacturer. Plpao shall b• purplo In cc:>lor. · .2 eras:, pipe shG11l 1::>4' IPS stG1ndard Y<e>lght 125 pounds, 0096 red l:rae1. 2.1.2 FITTINGS AND C-ONNECTIONS, .I Fltt1ns11 fc:>r PVC. pipe f,;,ur (4) lnc;.he5 and ICll'ger, 7110 cc:>uplin9 shall bGI Gin integrG1I pG1rt QP the pipe oorrel. It shall c.c:>nslo;t c:>P a thickened s°"tlon Y<hic;.h ha11 an expanded bell Y<lth gr,;,c:,va, t" retain a rubber sealing rl"":) QP unlfc:>rm c;.rc:>Y<n &ectlon. Flttln911 shall b• Johns-Manvillo Ring Tite PVC. fitting, Pa,oiflc i"<eo;tern c:,,-equ<al. · APPROVED FOR PLANTING DATE, 2/01/01 DRAHN 6'1"', CG/HM/JElt JOB NUM6ER: 2100.5& FILE, ♦ • • • ♦ • H OW ARD:: AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CENTERLINE Ufil MONUMENT LOCATION: CEN7ERUN£ rY El. CAA(INO R£Al AT ENG/NEER's STATION -154+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEITTS (NO. COIJNTY 1£/?T. CONTROl DATA) ELEVATION: 68./7!} DATUM: IJ.S.C. ,t G..S: RE;VISIONS: •ASSOCIATES• • • • • landscape architecture rla 2919 BB80TiD ,;an diego ddv• •ult~ 3~0 •a• d!ego ca 9:1101 6.11 7ll g6fi0 ,---,-----,-------------------,----,----,----.---.----;:::::::::::::::::::::::::::::..::----, ~ CITY OF CARLSBAD ~ 1----+---1--------------->---+---->----''-----' !:l_!_u=5=:'...:::===PLA=NN::::IN::::G::::::::::DE::P::::A::::RT::::M::EN::::T==:=.:~:::::::::J===: /RR/6ATIOH SPECIFICATIONS FOR: APPROVED PLANNING ROBERTSON RANCH ARTER/Al STREETSCAPES DATE INITIAL ENGINEER OF WORK DWN BY: ---• PROJECT NO. DRAWING ND. ,__ ____ ,_ ___ REV_1s_1o_N_D_E_s_cR..:_1P_T..:_IO:_N_:__ ___ j_'.'.:0~~::~R:_AP~P:'.'.:;0:'.:~~Lo;~:~AP:PR~ 1:::'.:_.ll::Riw:::HK=g=~=;;~~~i~'==C=T=0.='2=-='=6=~=43.='3==6.='M:::!J J I, ' " I --------------------------'' f CMWO ,: ,, 1. , . r ' ------; r, . ,, -.-;_: ·;; I ' . :, 1~1? . I ' ,I ' ,:11!1 ! l Iii, I I' I • 1rl f ', ,111;;11 I ' 1/,,i,, '. l:'''l'l I '. :'f, ' / il:1:11 ' 1;!,1'! ' ' f . .[~_j i f ' . r I ; I . I : ! ii ; !I .2 Folyvlnyl chlorld<iJ plp<IJ fittings and connoctlom;, Typ" JI, Gorad<IJ I, S<-hedvl<IJ 40, high impact m"lded fit~Jnga, manvfa<-tured from virgin <-ompound:, as specified for piping, tapered socket or m"lder thread typ.,, svital:>I<> fot" either solvent r<eld or screr<ed connections. Ma<-hln<iJ throaded fitting• and plastlc saddl'9 and flc,ng<> fitting:, car<> not occeptol:>l'9. Furnish fitting• p<>rmc,nently marked r<lth follor<lng information, Nominal pip<IJ slz<>, typ" cand sch<>duls or mat0rlal, and national sanitation fovndatlon (N5F) seal "r approval. PVC. fitting shall conform ti:, A5TI'1 02-%4 cmd D24ee-. . 3 l;'lrass pipe fittings and conno,ctlom;, 5tandard 12, pound clasa e,e,?o red l:>rasa fitting• and connection•. 2.1.3 RISERS, • I All sprinkler ho,ad:, shall havliJ r1s0r11 c,nd sr<Ing Joint:, as &hor<n In th<IJ detail drar<ln9s. All rlsc,rs and sr<ing Joint:, shall us<IJ Morl"x fitting• and scho,dul<IJ e,o PVC. risen• or nlpplo,s. 2.1.4 FITTING-$, .I Fittings, In gon0ral, for all 1nstallation1t shall I:>• coneld,wed Incldontcal ti:, th<iJ contract prlc" c,nd shall I:>" tn<11 contrc,ctor'5 responsll:>Jlity to provld<11 all or roqulrod fitting• to:, complo,t<11 th" contract. .2 All fittings for plp<11 thre., (3) lncho11 c,nd smaller shc,11 !:><II sc;h0dul11J 40. . 3 All tees For th<> installation or sr<ing Joint, r<lll I:>" installed r<lth Dura, Lase,:, Te,<11 or 0qual. 2.1., AUTOMATIC, C.ONTROL HIRE, .I £:lectrlc r<lrlng ruMing from controller to th" avtomatlc control valve• shall i:>IIJ No. 14 ::;olld, s1ngl11J c.onductor, coppc>r r<lr<11, 4/E,4 Inch Insulatlc,n, 4/E,4 Inch neopren<11 Jacket, style SR (dlrlllct l:>urlal) or equal, cc,lor cod• r<lres ti:, each controll0r, c"mmon r<ir<11 shall !:><II r<hlt" No. 14 solid, slngl" cc,nductor r<irc,, 4/E,4 Inch ineulatlon, 4/E,4 Inch neopr<>n" Jacket, styl<11 SR (direct l:>urlal) or equal. 2.1.e, MONITORING-DE:VIC.E5 .I All monitoring d<11vicee such a• Flor< and preseur" measuring d"vlcee, shall l:>liJ as sho"'n on drar<inge. 2.1.1 120 VOLT l"IIRE: TO C.ONTROLLER .I 120 volt r<lre ,:,hall i:>'9 P"'" local cod<11 a5 type,, SiZliJ and quality. Install U.L. approvc>d conduit ,:;i minimum or 24" l:>elc,r< grad" from thliJ <11llllctrlc m/llter to control unit• or c,th91" required servlce5. All splice• ta i:,., In approv<i'd pull lx>xee. All r<Ires to l:>e min copp91" or oth91" de,slgnatlon a:, reqvlred l:>y code,. 2.1.a, AUTOMATIC, CONTROLLER, .I Automatic controller, Fully automatic In operation cand c;.apal:>1<11 o, oporatlng the, nvml:>er or station, "' remot• control valve>• as nc,to,d. .:;i C,ontrolllllr 0nclosur<11 assoml:>ly, Podesta! movntod 011 noted, r<ll:h ,:;i sc>parate staJnllllSII steol lllnclc,svrliJ, t0rminQJ strip, on/ofr d1sconnoct ""'Itch Y</llO volt ":rovndod ovtlot, ralngvQrd auto"'i"aln shut-ofr d"vlcc, Qnd loc;klng, hinged c()ver. Avallal:>lc, from H~drosc-ap" Frodvct:, lnc;.. ;;e,o, K"'arny Villa Rd, Scan Diogo:,, C.alifornl,:;i (e,;;e,)!;;,e,O-lt>OO. . 3 Aut.omatic controll-w• shall l:>e of the typ<11 and manufa"turor• shor<n on th" drar<Ings and inst,:;illod per manvfacturer'1t rc>comm0ndatlon, c,nd dc,tall drar<Ing,. . 4 All controllers shall l:>e grounded l:>y copper clad grounding rod and gon0ral electric;. lightning arrestor #'lLl::,DC,6002 (5o OHM;; resistanc• requlrlllc:0 2.1.'I RE;HOT!: C.ONTROL VALVE$, ELEc.TRICAL . I ThliJ e,lectrlc remot• control valvllle (pressur• rlllgvlatlng) shall I:>" oP th" styl" and manvfacturc,r'1 shor<n on th" dr,:;i,..Jng5, or approve>d "'qvcal, cand instcalled per detailed drar<ings and manufacturer'• recomme-ndatlon. .:2 V,:;ilve• sh,:;ill i:,., Install/lid ,:;i minimum oP 6' frc,m all fixed ol:>Jec.ts c,nd 12" api:rt from ooch othor. 2.1.10 MASTER VALVE .I 5hall I:>" oP th" style Qnd mc,nufactur0r'1 :,ho"'n on th'9 drar<Inge, and instcallllld P""' detall1, drar<ln9• c,nd manufactur0r', recommendation•. 2.1.11 VALVE: eox, J All valve>s Including pre,sevr• regvlatin9 v,:;ilvo•, master valve5, remot<11 contrc,I valve5, gat• valve>5, and quick covpler valve• sn,:;ill i:,., Installed In suital:>le valv<11 l:>oxe>e ae ,;ho"'n In cle1alls. All ,;hQII l:>liJ mark.>d "FRY', ''MY', "R.c-V", "C.V", or "DF" respe-ctlvely r<ith station numb0rs For control valve• eml:>oss"'d on thliJ valve cover. All shall stat<11 "Reclaimed Hater' In English and 5pani,;h. (R.C,Y i:>Qxes "hall have Joc;klng cov0rs) Oth/lll" l:>oxe:, such a, pvll !:>oxes, 1>tc. shall l:>e marked acc.ordlngly. V,:;ilve lx>xe, shall l:>c, purpl<11 In color. 2.1.12 SPRINKLER HEAD, .I Sprlnklllll" heads shall l:>e a, r"'qvlred on th" drar<lng•. All sprinkler h1>ad1 ar'9 ti:, hav<11 factory l:>ullt In chock v<1lves or a ch1>c;.k valvliJ under ooch head. Sprinkler h<i1ad5 shall have ,:;i factory colc,rod "Purple R1>clcaimllld l'iater• desl"3natlon as a part ot th<11 sprlnklllll" or IP nc,t avallal:>1<11 l:>e paint1>d purple, a, dlre-cted l:>y the C,ity of C,arlsl:>ad. :2.1.13 GUIC.I< C.OUFLER VALVE$ (NON-POTAeLE;), ,I Gvlck coupling valve,11 &hall l:>liJ ca• sp.,c;.Ifled on the, drcar<ln95, £:ach quick cc,upler shall hav• ,:;i molded vinyl locking C()ver r<Jth AC.ME thread:, fot" rec;.lalme>d r<ater serv1c.e11. .2 Upon completion or th<11 contract c,nd prior to fln,:;il acce-ptance, supply th" oy;ner ,..,th quick coupler ke~s and hose, ell:, or th<iJ quantit~ called For In Irr1gatlon so,ctlon 2.1.:.!2. Th" key, and hose>I ell, ,;hall l:>lJ c,P the, sam" manvfac£ur@I" a:t th<11 covpling vQiv<11. .3 Shall l:>e I' ,s,lz" a• manufa"tured l:>y Nel1oon Sprinkler:, c.o. 2.1.15 GATE: VAL.YE$, .I Goat" valve• thre" (3) Inchee and smaller shall l:>e 1:00 pound l:>asc,, all l;arass/1:>ronz" construction, single """'d9" disc, lntegrcal tap91" seat,, non"'i"lsing st<ilm, scre>r<ed lx>nnets, l:>r"nz" cros1 handlliJ and ,:;i 1:>rass/l:>ronz<11 ground Jc,lnt vnlon c;.onnectlon at the dor<netream "vtllllt. Valves shall bliJ c.apal:>le or l:>eing repac;.ked Y<hil" vndor pre,eevr ... .:2 Gate valves follt' (4) Jnc;.he, and largor 5hall conform to ,:;ill appllcal:>1<11 provision, or section 2.01.oe, oP th" 5tandard 5peciflcat1on, or th" e,rty or 5an 01 .. 90, Docum111nt No. 121131. .3 5holl I:>" similar to tho&liJ mc,nufacturo,d 1:>y Konn0dy, 51;.oc;.kham, Nil:>co or appr"ved 1>qval. 2.1.16 HANUAL C.ONTROI.. VALVE:, .I Manval c.ontrc,I v,:;ilv• 3/4' and I" slzliJ 5hall i:,., mad" oP he,,:;ivy duty 1:>ras1 r<lth ,:;i r<hee>I hcandl" and rat"'d to 1:00 PSI. 2.1.11 ATM05FHERIC, VAC,UIJM 6REAKER, .I Atmosphorlc vacuum l:>re>aker 3/4' c,nd I' slzliJ shall l:>liJ mad" or heavy dvty 1:>rass constrvctlon prlllv/llntlng l:>ackfior< "' r<ater Jni;c, fre,sh r<ater lines. op .. ratlng pressure or i, tc, 1:00 F51 and shQII bliJ manvfactur"'d l:>y th<11 sam" manual control valves llst"'d al:>ove. 2.1.1a, l;lacJ;;flor< Frevent@r, Unit :,hall i:,., as oho"'n on plan5. 2.1.1'1 C-oncre>t<11 fc,otln9, shcall l:>c, 2,000 F51 con,;.retc, at 2a, days. -------·-·------·--------------- 2.1.20 flackflll shall I:>• "'"'"" fill soil ,..;th n,:, roc"-5 or clod, 1/2" or largor. :2.1.21 l"IARNING-TAPe, .I 5hall be plae,tic;. tapliJ pr"'pared r<lth sllv91" printing on ,:;i purpl<11 fle>ld having the r<ord•, "Cavtion, Reclalm"'d r<ater line, l:><lllor<". The, ovorall r<ldth shall !:><II 3 Inches. .2 Harning (c.autlon) tap" shall l:>e manufactvr"'d l:>y Thc,r £:ntorprlse, Inc., P.O. 6ox 450 5un Prairie, l"llsconsin, =r.l;i,'10, (t,oe,) e>31-il'l1. 2.1.22 l"IARNING-LA6E:LS 4 5IG-N5, $hall l:>liJ approved l:>!j the dlstrl"t c>ngineer ta l:><11 lnstall"'d c,n de&lgnat .. d facllitl"'5· Facllltles euch a:t controller /llnclosure as designal0d l:>y the district .,ngine>@r or Jnsplllctor. Se,e cov91" she>lllt for additional reqvlremonts • 2.1.23 /"IARNING-TAG-5, All reclaim/lid .... ater sprinkl.,,. contrc,I:, valve>I shall i:,., taggllld r<lth Jdentlflc.atlon tag•. Se>e covor she>et for additional re,qu1r"'m"'nt11. 2.1.24 C.ontractot" shall pr"vid<11 ti:, th" o,..n.,,., .I Three (S) control valv<11 ke~•· . 2 Four ( 4) 1"lronche11 for re>movlng each dlff@rc>nt t~pc, oP sprinkler h"'ad. . 3 Tr<o (2) 4e>" teliJ r<ronche11 for c,p0ratlng !:>all valve>& . .4 Flv" r, .. aJ qvlck c.oupler key• and flv<11 <, .,a) hose l:>11:> ass.,ml:>lle11 (potal:>le • non-potal:>le). .5 Five (5) ke~• for opening and Joe.king e,ac;h avtomatlc;. controller . 2.1.2, Hye strainer :,hall l:>O or l;;ronzc, l:>ody r<lth sc;.rer< fittlngt. See d.,talls and drar<ing:,, 2.1.26 ln-lin<11 pressvrc, re,gvlator shall l:>e a5 splllc!Ple>GI on drar<Jngs. 2.1.:21 5vrg<11 arre&tore shall be, 05 sp.,clfled on drar<ln"3s. PART 3 -£:><Ec.UTION 3.1 Gof:NERAL RE:GUIRE;MEN1'5, 3.1.1 Loc.atrons on drar<In911 car<11 diagrammatic;. and apprc,xlmat" only, cand shall i:,., c;.han900 c,nd adJvsted a:t nlllcessary as dlre>cted to meet existing conditions and ol:>taln compl1>te r<ate,r cov@ragc,. Locate c,nd stakell all r<ork and c,i:>taln approval or the, Landscape, Archltoct 1:>efor<11 lnstallationt. 3.1.2 lnst,:;ill c,nd extlllnd s~5tem as shor<n on the drar<ings, and a• nec/llssary to carry c,ut th" intont or the drav<in9s and specifications. 3.1.S Lc,catliJ line1t, valvee and oth@r undorgrc,vnd utilities c,nd r.,e,.,Jvc, the, approval of the Lcandscapc, Architect l:>efor" dl99ing tr0nches. 3.1.4 Rc>f..,. ti:, the C,Jty "' C.arlsi:>a,::1 "tanclard• for r"'clalmed pipe lnstcallatlc,n. All C,Jty "' C.arlsl:>ad standard5 takliJ prec.ede,nce over plans c,nd sp.,clfl"atlon11 For the proJecct unle,s, nc,t"'d c,nd approved. 3.2 INSTALLATION OF IRRIGATION 5Y5Tf:M, 3.2.1 £:><CAVATION AND 6ACKFILLING-OF TRENC,Hl:5, .I £:xcc,vatliJ tre,n,;.he,s, prepar" svi:,gradc,, cand l:>ackflll ti:, lln<11 c,nd grad" Y<lth suf flclont room for pipe, fittings, te>stlng c,nd Inspecting "P"ratlons. Do nc,t l:>ackl'lll vntll thliJ plpliJ system hca, l:>e>on sul:> J1>"t<11d ti' ,:;i hydroetatlc:, te>et a, sp.,c;.lflllld • .:2 DE:PTH OF' TRE:NC.H, Polyvinyl chlorlciliJ pr.,s:;vrc, Jin" (le,se than 3") -re,• minimum Pre>ssure mainline,, (S" and up tQ 5-1/2") -24" rnlnlmum Fc,lyvlnyl chloride nc,n-pressurc, line -12• minimum C-ontrol r<Jrc, -1e,• minimum .3 TRENCHING-THROUG-H AREAS HHERE: TOPSOIL HA5 6£:EN 5PREAD, (I) Depoelt topsoil c,n onliJ side, "' tronch and avl:>eoll on oppo&Jt" elci<11. .4 5ul:>soll shall i:,., ,,..,., or all rocks and clod5 1/2 Inch In diameter, d"'i;arls, and litt91", prior to us" as l:>ackflll r<h0re so Jndlcat"'d on d<i'tall. S Repair any leokll and replac<11 all def.,ctlv" pip'9 Of" flttlng1t until lines me>lllt test ro9.vir .. m0nt1t. Do not covllll" any lines until they have l:>e>llln inspocted and approved fot" tlghtne,ss, quality c,P "'orl,;,rrianship and materials. .6 !;lackl'lll trenche>s, after approval or piping, r<ith suital:>I• and approved mat0rlal, tamping soil around pipe, and thorovghly ""mpactrng all trench fills until 'IO?b compac.tlon has i:>e,0n ac;.hleved • .1 flackflll mat/llrlal shall i:>'9 an approv"'d soil, fre,e from roc"-5 and clod:, 1/2' and largllll". .a, C-ontractor shall not install plpliJ ac;rc,s, concrete, dralnag" sr<ales. C.ontractor shall Jack or bor" und91" sr<,:;ile typlc:,al. :1.2.2 UNDER £:><!STING AN,::o/OR PROPOSED PAVE:Mf:NT .I Tre,nc;.he5 loc.ated under ar.,a:. r<h0rc, pav1n9, asphaltlc c.oncr.,tc, or concrete r<lll l:>e Installod shall be, l:>ackl'Jlle>Gt .... 1th cl/llan fill soil, In a ,,,.,eve, and compacted In lay.,rs ta 'l5lfo compaction, v&Ing mc,nval or mechanical tamping device,. Trenches for piping "'hlch arliJ not undor paving shaTT i:,., c;.ompacte>d ta .,qua! compaction o, th" existing adJacont vndlsturl:>ed soil and shcan i:,., le>ft flush ,..1th th<11 adJc,ining grade11. The Irrigation contra"tor shall set in plac<1>, cap and pressurliJ te>st all piping under paving prior r,:, paving l"IOrl<. .2 Piping vnder e>xlstlng pav .. ment may J:,e installed l:>y Jacking, l:>orlng Of" h~dravllc;. driving. Hor</llve>r, no hydraulic;. driving r<ill l:>e permitted undor asphalf paving. .3 Frovli;!e ii cover "' 1e,' minimum for m,:;iJnlinliJ (los• than S"), 24' minimum for malnlln<11 (S" c,nd up to :\-1/2"), Ill' minimum for no-pressurliJ line,, and re,• mlnimvm for th" control r<lre l:>etr<oon thliJ t.op oP th" plp,i g,d th'9 l:>ottom or th" agg-egat" i:>a&liJ fot" ,:;ill pressurliJ and non pr0ssure piping lnstall"'d u~dllll" asphaltlc c:,oncr"'t" paving. .4 5ecur] pormisslon from thliJ ""'nor/developer l:><llfor" cutting or l:>r"'aking existing pavc>mlllnt • All nece>ssary r"'f'alr1 cand r0placem.,nt5 :.hall l:>c, approved l:>y oi-,nerldev .. 1op01", c,nd shall i:>IIJ at no actdltlonal co"t to o....cer/de>ve>loper. "AS-BUILT " P.E. EXP,----DATE REVIEWED BY: INSPECTOR DATE 3.2.3 IN5TALLATION OF POLWINYL C.HLORIDE: FIFE:, .I Secause or the, natur<11 or plastic pipe and fitting"', e>x0rcJsc, caution in hcandllng, lc,ading and storing, ti:, avoid dama"3e, .2 'Th<IJ pip" and fitting• shall l:><11 stored vnd91" c.over until us.,d, and shall 1:,c, transport0d In a v<1>hlcl• r<ith ,:;i bed long c>novgh to allor< th<11 l0ngth of pipe, tc, lay flat a,:, as not ti:, i:,., sul:>Jlllct/lld to undu<iJ !:>ending or conc.entrated extornal load at any point. .3 Any plp<11 that has l:>ee,n dented or dama9"'d shall b<11 discard"'d until such cle,nt"'d or damaged s"'ctlon le cut c,nd re>Jolned "'ith ,:;i coupling. .4 Trench dlllpth shall !:><II as spoclfi"'d alx>v• from th" finish grade to the, top "' th" pipe. Tho lx>ttom or th<iJ tronch shall be, freo51 of rockll, clods, c,nd oth0r sharp-<>dged ol:>Je>cte. .5 PlpliJ end, ,:;ind fitting, shall l:>e r<lped r<ith MEK, or "'qual, l:>0fore "'eldlng sc,Jvent ill appllod. )"le,lded Joint, shall l:>e glv<>n a minimum or 15 mlnvtes ta s"'t l:>efor'51 moving or hcandllng. All field cuts ehall l:>e l:>lllv"l"'d tQ r0move l:>urrs c,nd e,xc;ess l:><llfor• fitting and gluing tc,9ether. .6 Flplll shall !:><II &naked from sld<11-to-elde oP trench lx>ttom to allor< for expansion c,nd contraction . .1 C-..nt91" load plp<i> r<lth small amovnt c,f 1:>ackflll to prevent arching and slipping vndor pressure. Le>av<11 Joint5 exposed For inepoc.tton during testing. _e, No r<ater shall !:><II p0rmlttllld In the pipe, until inspection hav<11 !:>eon completed c,nd a p0rlod of at lecast 24 hours has "lapsed For solv.,nt r<eld setting and curing. .'I Plastic;. ti' m"'tal Jc,Jnt5 shall bliJ made, r<ith plca&tlc m,:;iie adapters, m0tal nipplo hand tightened, plu:, one furn r<ith ,:;i strap r<renc.h. .10 Plastic to plastic Joints, Solvent-r<eld, using solv.,nt r"'c.ommlllndc>d l:>y pipe manvfacturor only. .II 5olv.,nt-r<e>ld Jc,int1t, As&eml:>le per manufactur0r'5 rocomm.,ndation. .12 All pre>ssur<11 pip<' S" or larger shall hav" the correct &lze>Gt concrete thrust !:>lock Installed at "'v<>ry al:>rupt change, of alignment, at gat" valve>s, tee>1t, ellx>r<&, c;.rc,sses and "'nds oP pipe, run;;, or Y<here>v91" the, city engineer deems one to i:><> noce>ssary. Thrust !:>lock :;hall l:>lJ Installed a5 p.,r cletcall. 3.2.4 INSTALLATION OF SRA55 PIFI::, .I C,ut l:>rass piping by por<er hacksar<, clrcvlar "uttrng machine using an al:>ras1v'51 i-,hee,J, or hand haci<.sal"l. C-vt no piping ,..,th m .. talllc;. "'heel cutt91" of any description. Ream and removs rough edge>• or l:>urr• ,;c, smooth an unc,o,;tru"te>d flor< Is ol:>tain.,d. .2 C.ar0Fvlly and smoc,thly plac.c, on male, thr.,ad only. Tlghtllln screr<"'d Joint5 r<ith tongs or ,..,./llnche1t. C-ovlking 111 not permitted. 3.2.S Rf:MOT!: C.ONTROI.. l"IIRING, .I Dlr"'"t l:>urlal control r<lr<11 sizes, A:t aho"'n c,nd specified horeln l:>lllfor/ll. .2 Provid" on" control r<lrc, and one cc,mmon ground r<lrc, ti:, servlc'51 each v,:;ilv" In syst0m. FrovldliJ 2-foot minimum e>xpansion Jc,op at each valve, to permit remov,:;il and malnt0nanc.e oP valv.,e • . .3 Install contrQI r<ir.,, at lecast JE,' l:>e,lor< fini,;h grad ... .4 lnst<:111 control r<ir<>a c,nd lrrl9atlc,n piping in c;c,mmon tr .. nches r<h@revc>r possll:>I". .5 C-ontrol r<ir<11 splice&, Allor< only on rvns of more than 300 feet, spllce>s as follol"l5• (I) 5trlp of P minimum of 2-1/:2 Jnche,e of Insulation from oach r<Jrc,. (2) C,onnectlng and eplic.lng or r<lre at the vQlve5 shall I:>" mad<11 using Dura Seal C,rimp splices a, m,:;inufac.turllld by Ra~chom c;.orporatlon. C-ontractor sh,:;ill re,fer to Raych"'m Jni,t,:;illatlon proc.,dvree using ultrator,;.h 3 h"'atlng tool. No other epllces r<lll !:><II allor<ed. 3.2.6 AUTOMATIC, C.ONTROLLER, .I Automatic controll91" shall l:><11 installed a:, sho"'n and directed. C-ontroll@r shall i:><, te>ste>Gt r<ith compl"'t" eJ.,ctrlcal connections. The contract.or ,;hall be re>sponsll:>le For temporary por<er to th<11 controll<>r for op.,ratic,n and testing purposes. .:2 C,c,nnection5 to contrc>I y;Jrlng shall l:><11 made, r<lthin the p.,de,stal c,P th<iJ controller. All r<lre sholl follor< the pre,ssure main In so far a:, pc,ssli:>1<11. .3 £:lectrlcal r<lrlng shall l:>e in ,:;i rigid PVC. plaetlc c.ondult from controlllllr ti:, eloctrlcal outl .. t. A c@rtJFI"'d e,loctrlcal contrao;tor snail i:,., responsible for lnstcalling all r<irlng t" th<11 sul:>-panele, e,Jc,ck5, or e,Jse"'h"'r" as rlllqvlred, In order to comple,te thla lnstalfatton. A disconnect si-,ltch shall i:,., inc.luded. .4 Controller shc,11 l:>c, Jnstc,lli:>d r<Ith vcandal"'i"esrstc,nt encloeure>e ca• c,:;ill.,d for on the, draY<ln"3& (stalnleee etee,I) ca• provldc>d l:>y th<11 manvfcactur"'r on ad"'9.vat" concrete foundation. 3.2.1 VALVE$, .I All v,:;iives ehall l:>e lnstall"'d a5 shoY<n in the detall5 and in accordc,ne,c, r<il:h mcinvfactur@r'5 recomme,ndatlon:o and a, ro,qvir"'d l:>y the C,ity oP C,arlsl:>ad for iclontlflcatlon, per r .. claim<>d r<at0r standards, IP used. .2 All automatic valve, shall i:,., &iz"'d as sho"'n on plcans. Goatc, valve>s shall l:>e linliJ ,;ize11. .3 ln&tall each control valve in ,:;i separate valve, lx>x with a minimum oP 12' S"'f'aratlon 1:>o,me,en vcilve>s c,nd 6" from c,ny fixed ol:>j.,ct or strvctur ... 3.2.a. VALVE eox, .I Install valv" l:>oxe, as shor<n on detail. Install no mor<11 thc,n one, valv" per lx>x. Valvs lx>xe>s install"'d near "'alkll shall al:>ut from thc,s<11 items c,nd the top eurfa"e'" :,hall i:>'9 flv,;h ,..;th Item:, list"'d al:>ovo. .2 All l:>oxe>s are to l:>e marked as to th<11 t~pe oP valve, control station number if appllcal:>I• and ld.,ntlfl"'d a5 r .. quirllld, per r"'clalmed st'c,ndarda . .3 Fvrpl<11 valve, lx>xe>11 r"'qulred fot" recy"l<>d .... at91". 3.2.'I SPRINKLER HEADS, .I All sprinkler heads ,;hall l:>c, Jno>talled as plllr do,talle sho,..n. .2 Nozz:I" eizliJ or ,:;ill h0adit ,;hall l:>e adJvst"'d to svit c,ny partlculi::lr conditions oP the, area. Thi, sh,:;ill i:,., cione aftlllr the s~stem ha:, be>i:>n thorc,ughly tested, Immediately after ,..,.,ttllln nc,tJFlcatlon l:>y th<11 Archlt.,ct ta do so. . 3.2.10 GUICI< C.OUFLER A55£:M6L Y, .I Jnst,:;ill all qvrck coupler, a11 Indicated on drar<Ing,o c,nd as dlr=t.,d. Set all valve,, plum}:) an~ tru<1> ti:, flnJ,;h grad<11 and a maximum oP 1:2 Jnc;he,s from paving, r<alkll, h"'ad0r11 or o;url:>•, cand a, shor<n on p I ans and a, directed . .2 lnetcall ,:;ill qvlck covpl.,rs In 6" dlam .. t<ilr round valv" l:>oxe& • 3.2.11 G-AT!: VALVE$ e SALL VALVES, 3.2.12 HARNING-TAPE, Horning tapes shall i:,., instcall<>d directly on top of th" pip" longltudln,:;illy and shall i:>'9 c<>nt..,.e>Gt,. The r<arnlng tape, ,;hall i:,., Jnstall"'d continuous Iy for th" "'ntlr<iO longth or the pip<> and ,;hall i:,., fast/lined ti:, /llach pip<11 illlngth by plastic;. tap" 1:>anc::i..d arovnd thliJ pip" r<ll:h faston@r5 n,:, more, than 5 fe"t apart. Taping attac.hed ti:, the, section• or pipe l:>efore laying in th<11 trench shall hav<11 flap5 sufPlciont for continuc,us c.ovora9<11, All rls.,rs l:>eme>on the mainlinliJ cand control valve, shall 1:,c, Installed r<Ith r<carnlng taps. A se>cond r<arnlng tape, rvnnlng cc,ntlnuovsly al:>ovf piping to be ino>talled 12 lnche,, alx>ve r"'c.lalm<>d r<ater line. 3.2.13 l"IARNING-LA6E:L5 $ 51G-N, 3.2.14 l"IARNING TAG-5, 3.2.i, 6ACKFLOl'i FRE:YENTER, .I Elackflor< prevent.,,. assoml:>ly shall l:>e Jnstall"'d in accordcanc<11 r<lth mcanufactur@r'll speciFicattona, loc.ated c,nd as dlre,ct/lld on drar<lnge, c,nd shall conform to all appllcal:>I" c.odd and ordlncanc<11 r"'qvlro,m.,nte. · ; .2 £:xact locatlc,n and positioning shall i:,., ve,rlflllld on th<11 site l:>y th" Landscap<11 Ar,;.hltect. 3.2.IE> IN-LINE: F'RE55URE Rf:GolJLATOR5, .I AdJvst and Install per plans and detall11 . 3.2.11 SURG-1:: ARRl3TOR, .I Install por plane and details. :1.3 C.LEAN-UP, As project progre,sses, contractor shall molnt,:;iJn all ar/lla:t In a ne>at mcamer and romovc, ·· vnslghtly del:>rls ooily or a5 n .. ce:.si:ry. After complotlon c,P the, proJ<11cl:, contractor shall rom,;,ve' all ael:>ri& and contaln@r:o usc>d in accomplishing r<orl<. He shall sr<eep and cl.,an all &1di!>r<alk5, asphalt, and concrc>te areas adJac0nt ti:, the plantings. ,,, APPROVED FOR PLANTING DATE, 2/01/0i DAAl-'IN 6'1', c:.611-1M/JE:li J06 NUM6ER., :2100,!;6 FILE, ::HOWARD:: QC !_~~tGN;:A::;:TU;J:'.\I_~ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. BENCHMARK: DESCRIPTION: STANDARD 11-10 STREF:T CEN!ERUNE llfll /JONUI.IENT LOCATION: CEN!ERUNE (T El CAMINO /?£Al AT ENGINEER'S STAllON .f.54f92 PER R.S 1800-/ RECORD FROM: COUNTY BENCH LF:WLS (Na COUNTY '.Orf. CONTRCK. CATA) ELEVATION: 68..f.79 OATIJl,f: 11.S.C. .t I.S: f<.EY15ION5, DATE INITIAL ENGINEER OF WORK •••ASSOCIATES• • • ♦ • landscape architecture rl• 201, 88BOriP saa dlega drive a1,1Jte 3511 sa,11 dl~go ca 92108 6111 7111 %60 DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL -k 1-'t.(.-O CT[] CITY OF CARLSBAD ~ 6 PLANNING DEPARTMENT ~ /RR/CATION SP[C/FICATIONS FON: ROBERTSON RANCH -;, ARTER/Al STREETSCAPES I APPROVED PLANNING k.-:.t I ~ . ti\~ !z,f>·d? I DATE DWt-1 BY: PROJECT NO. . DRAWING NO. DATE INITIAL CHKD BY: CT 02-16 4JJ-6M CllY APPROVAL RVWD BY: I ' Clv/WO ------•. -.. \1· ~ r1 'I : ,1 ; I,, JI .. ,, ' , I 'E: ii ( 11: I 1 i 1i l t-j ~ .. .. ,i ·;,: r 'I 1~i ii ,~ ,i ,. '· 'IO 1: I I I~ :1, 1,1 ;·, ' l•''I·_ ' . I. ,::,.;· i, ' 1<ll' ' I~, 1: ' ' 1~11 1~1 :: 11: 'I'' ,, I' 1! ,,, ,, : I<, I• \ \ \ ' l ' ' \ KEY MAP NOT TO SGALI: ◊ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. '--.,___\ l -f- G. CJ\ CANNON ROAD EXISTING --SOUNDWALL -----·---" ------------ ,012e1,o:: HOWARD:: ~ BY, C6h+I/.EH DATE, JOB ~. :2100.!16 FILE, l'l!EVISIONS, ., ASSOCIATES• ¼ + landscape architecture rl 1, 291 !ii 888Drlo aan dfrgo dd.-e ,011ite :!5(1 u1n dleto ,:,a ,;,21n;11 614 ')'JS 966() c,.,. \ / ----------\ ----------\ \ ---------- ---------- ---------- ROW /?d" ,L 1?9 "AS-BUILT " BENCHMARK: ~ ,&L,!) DESCRIPTION: STANJN/IJ 11-10 STR£ET CEN1ERIJNE l<2-"l<>:1P IIElllltMMENT LOCATION: C£NlERUi£ IT El CMINtJ 1l£Al P.E . ...,......__ EXP. ~,11111 DATE AT ENCINEEf's STA l1tN ~+92 PER H.S 1~1 REVIEWED BY: t:a.wTY IJENOI lEIElS (NO. COIJNTY ',OT: tl:Js~ 6:f.£:R,Jt: f'-•!.·10 R£CORD FROM: CONTT/a. DATA) ' INSPECTOR DATE ELEVATION: 68.479 O,A TIA/: 11.S. C ,t a.s: ' I ---......._____ ----------~ ---------- ---------- St>" 24" --- \ ' North 60' Scale 1 "'20' ! SEE SHEET 2 FOR IRRIGATION SEE SHEET 30 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS /'1\ CG ~Re, ·-•-i:.-.v~ 11/151117 uf_ll crl'Y OF CARLSBAD II SHEITT I °' CG 41151118 L-.:2 JH 6/111118 PLANNING DEPARTMENT 63 PLAJmNG Pl.ANS FOl'f: ROBERTSON RANCH ARTERIAL STR££TSCAPES I APPROVED tt-3~1 (;-, ~\-c,-lt-ff.·~•lc I DATE PlNIIIIIIG I DWN BY: 11 PROJECT NO. I DRAWING NO. DATE -llAll: INIIW. 111,TE -CT 02-16 ENGINEE!tOF-REVISION DESCRIPTION O'IHERN'f'fKNN.. CtlYN'PllO\IN.. CHKD BY: 433-611 RVWD BY: CMWO _-__ _ \ \ \ ..... ---l APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~----------- '.._: i ------··--· ·---.. -----·x,__ --·" DATE, 1012e110:: HOWARD: .: ~ BY, G6MM/..EH ~ .. ,. A S S O C I A T E S , JOB~' :2100.56 ,11J ~ FILE, ,p •• landscape architecture da 2 9 I g B380riu ,..,_n di .. go drivr •uHie 350 san dlie11<1 ""-9:2108 fil9 718 9tiW REVISIONS, ---- STORM DRAIN z· . ,,.L" EASEMENT -'{;·...,., ... . . . SUBDIVISION BOUNDARY . . : "AS-BUILT " ~.=9.. P.~--EXP.A/al• REVIEWED BY: {-t:fa\ Gr. t:1\-oft INSPECTOR DATE IZ.. • ;,. 10 DATE . . . ·. . . BENCHMARK: '. (15)@ Esc:.al lonla ,r-ac:teslf shall be 5 gal. size & EXISTING SOUNDWALL 36" DESCRIPTION: STAMM/ii) Jl-10 STREET CEN1ERIJN£ #Ell. MtlfLIENT CG 36" TORMDRAJN EASEMENT I i I I I I I J J I R..-• I • Entry MoNJrnanls ►" - '- I I I I I I . . . ,; . . . . . . ------------ (I~)@ Escallonla ,r-adeall ~II be !5 gal. size (31) CD Y11::ivmurn Japonlc.um -+-~ shall be 5 gal. size & -.l ,--- . i /--~ , / -.. -----, \ I \ __ :~--. \ ... ·•. ··•·,,, ', ---.. ,___ __ ,.,.,.__ .5/i' _----,._ ---<---"'•-, • North 20' Scale 1 = 20' SEE SHEET 3 FOR IRRIGATION J . .Ji()' SEE SHEET 31 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS 11/15/07 CG -4/1Mlll JH REMOVED TURF 6118/0II Is~ 11 Cl'rY OF CARLSBAD II SHEETS I :'-t'"=====,----------t-;;';:;;;;;:;-r-----t---t--7 L_lJLJ PLANNING DEPARTMENT 63 ---t-'-==-'-'------------t-:-::,-:--::-:,-;---;----r----i -REVISED ENTRY MONUMENTS --REVISED PI.ANTl'IG QUANTITIES 11/18/08 :--f-=:':==--=~;::::;';::';';;:;;:;;;::------t-;;~;;;t------t--1 --; l'lANllNG PlANS Foti: -REVISED ENTRY PLANTING 12/21/09 ROBERTSON RANCH ARTERIAL STREETSCAPES LOCATION: CENTEIUE (T B. CAWiO REAi. AT ENCINElR's STATKN 45#92 ffR R.S 1~1 t---+---+--------------,---t----t--r---; I =D M( 4r~ l=ll~tt !t,,C..\o DATE RECORD FROM: CO/JNTY IE/IICH lElf1S (NO. CO/JNTY IERT. Cf.NTRa DATA) ELEVATION: 68.-,19 OAllfl: 11.S.C. ,t G.S. REVISION DESCRIPTION PROJECT NO. CT 02-16 I DRAWING NO. . 433-61,f CMWD __ -__ _ ..c: \>J w I • I . . . /j 24" I -----' .,. - KEY MAP ·.;'ti}1t~::'.iJ!:?Jt··,-- NOT TO SGA!.1! . _,_,,_ 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 24_:___ \- DATE, IO12e1IO DRAl"IN B'f, G61MM/..l!H J0e 1'1Jt-1eE:R, 2100-'6 FILE, l'Q:VISIONS, FUTURE kw.vowALL TO BE INSTALLED WITH PA 15SDPoo.-04 ..=__ v_· _, . . 36" STORMDRAIN 24" ROW EASEMEN"F ---1 ~ - ------- lJ ::HOWARD:: "0 " ASSOCIATES : , landscape architecture rla .2919 B880rlo aan dlcgo dri.-c auite 350 11an d!cco ca 92108 61!1 718 96flO -SOUNDWALl "AS-BUILT " REVIEWED BY: t1~6r-fi\.c:,t INSPECTOR DATE BENCHMARK: DESCRIPTION: STMMRD 11-10 STREET CENJERLJIE I/Ell IIONIMEJIT ~TION: CENTERLlfE rF EL CMIIIO I/EAL AT ENCINEER's STATDI ~92 ffR H. S f lJ0()-1 R£CORO FROM: CO/.NTY ll£NCH f.£1£1.S (NO. CO/.NTY IOT. ca;ma DATA) ELEVATION: 68.-179 OATIJII: ll.S.C. ~ t.:S. FUTURE SOUNDWALL TO BE INSTALLED WITH PA 21, CT 06-25 1/f { , T~ ~/~- CANNONROAD • I I 24" ·•. North -Scale 1 = 20' SEE SHEET 4 FOR IRRIGATION SEE SHEET 32 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS ROBERTSON RANCH ARTERIAL STREETSCAPES 1-----lf----+----------------t---;---r---t---il= ~, DWN;;;:;;;:::;BY;;::· ===:;-1 ;:I =::::::::P:::;RO::::::::JE=c==r===No~.==;;:1 =oR=A::wt~N::G;::;N:::;o::;_ .... OlHER_DA_lE __ ~----+--~-lE-/ll'f'RfNJ,L~INIIW.-__, ~g ~~ --CT 02-16 _ -133-6M DATE INl1W. ENCINEEI Of" WORK REVISION DESCRIPTION CMWD ' ., I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 145 ~----+--~ .. .. DATI:, I0/2e/lO <· ~ t, ~ Bl', C6/l+t/-EH JOe MJMBeR, 2100.'6 {, {! FILE, REVISIONS, 96" FUITURE CONNECTION TOBE INSTALLED WITH PA 21, CT Q6.25 1,1 ,-, 'TO -------1_ I . . . , \. ' \ \ \ \ * ASSOCIATES,, ~-•w landscape architecture r \ \ \ \ \ / i I ' / -- 24" I "AS-BUILT " ~ ..... ,o ,,, .••. ,. P.E. c___ EXP*"" DATE REVIEWED BY: tt:(.\ C:r. ~fl- INSPECTOR I FUTURE SOUNDWALL TOBE INSTALLED WITH PA 21, CT Ofi...25 96" / / . . .. . . . -.·- I BENCHMARK: 24" IJESCRIPllOII: STNIIJMD 11-111 SJR&. J CENTERtN tlEl1 IKMIJIIENT l~TION: CEN1ERiJNE OF El C4'N:1 RCA/. AT OKilNllR'S STA»oN 45-1+92 PER H.S 160(}-f RECORD FROM: COUNTY BENCH l..fll£l.S (NO. COUNTY ~T. ctJNTNa DATA) ELMTION: 68.fl!J DARM: IJ.S.C. 1k t;:S. . . I !J "' CG ~ CG JH ~ MM MM MM DA.TE --ENaNEER 0/F -- 60 MATCH LINE ,~EE SHEET 27 ,, ' ,00 ug__ ~1 It (20)~ F5,callon1o fradesll shall be 5 gal. 5lze ,& 1! --1'll ,~ :x:. ,~ "-> 60' Scah! 1 "20' i SEE SHEET 5 FOR IRRIGATION SEE SHEET 33 FOR CONSTRUCT10N SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS ~ Ru,' . ., -"'Enii; Moouwa/ Ped Col1H9Cliol, 11115/07 UQJI CITY OF CARIBBAD II SHEETS I : PLANNING DEPARTMENT : 63 ~1MIB 811MlB REVISED ENTRY MCINUYcNTS -PWIT1NC !'WIS FOR: REVISED ENTRY PLAATING 12121• RECORODRA~ t0/211110 ROBERTSON RANCH ARTERIAL STREETSCAPES I =D iu,{ (:v, ~""* /~~~I= I OWN BY: PROJECT NO. DRAWING NO. DIIITE INIIW. DIIITE INIIW. CHKD BY: CT 02-16 433-611 REVISION DESCRIPTION O'IIIERAl'l'IIO\fAI. CflYN'l'!IO#II. RVWO BY: CMWD __ -__ _ ·•. •. ·•,. ~, 6 c:::;, "·· ~~ --·· ~~~---· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,F-____. ,r---:~p,{/0} (,Ii; C9-CQ// II be 5 IQ rr-Cldee/1 i I I. alz.e &, (/1/) Q) Viburnum shc:,1/ be 5 gal. ~:lOnlc.urn -------~ 1.5; "' " HOWARD: " DATI:, I0/2f>/IO ¾' ., -~ DRAl'tli BY, c.&IMM/..19-+ ·~· " " ASSOCIATES• •' .J06 1'l.lMl!5ER, 210056 % ~ ~ landscape architecture "' FILE, da 2'!ioHI 11880 Eio oan dicga 4rlTc aalt~ 350 aa.n 41c10 ca 9210-H r.l"JI TIii -.o REVISIONS, c,,.\. I I I I --· -------·· '"-"------- "AS-BUILT ,, ~.di,() ' .... 10--ao-10 ~ P. • -;:_ EXP.°'!.t~I JII DATE REVIEWED r= f-1.:.k ...i:r:-~ 1..,tt-(Z.·"?..y~ INSPECTOR DATE 36" I --3' I ·S FlJTURE.:,{A,lf/DIWALL TO BE 11 INSTALLED TH PA 16-tB AS PERRa$TSON RANCH I ~IN6Pb4Ns---= = ---j- c--' BENCHKARK: ~, DESCRIPOON: S1'NrfMIIO 11-10 SlREET CENTERUNE #Ell JltMJIIENT LOCAOON: CENlBUIE <T El CMIIIO liEN. AT ENfi1ltEER'S STAP 45#92 PER H.S 160frf RECORD FROM: COIMTY BENCH 1£VE/.S (Na COlfiTY lll'T. lllt.TE -- ROW CG CG JH -REIIISED EN'TRY MONUENTS -REVISED ENTRY PLANTING -callR<X DATA) ELEVATION: 68.-17'9 DA1lN: 11.S.C. .t GS. ENGINEIR Of IIOIIK REVISION DESCRIPTION !56 7\ North SEE SHEET 6 FOR IRRIGATION SEE SHEET 34 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND,NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS H/15'1!17 rn 11 CITY OF CARLSBAD 11 SHEETS 1 <4/1Ml8 6118/0I PLANNING DEPARlMENT 63 -l'!ANT'fNG /11..ANS FON: 12/21~ ROBERTSON RANCH ARTER/Al STREETSCAPES 1:::D t1..:( 14. t{bJt I [:t-~Z;. •lo DATE DWN BY: I PROJECT NO. I DRAWING NO. lllt.TE: -C,,.T!: -CHKD BY: CT 02-16 ---CfTYlflPIIIOIMl.. RVWD BY: 43J-6M CMWD o N 1\ - 1 C:/ ! ~> I ------t --- . . . ": .. . . . . . KEY MAP HOT TO 5GALE 0 . • y •. ····'. ,;.;t;\':(~~\~ ✓ \~,"-,;,.;:,__;_~, =<:;;'.,;;,';_:;-;~t APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. / L; . .r ~ -<? TURE CONNECTION ENTRY FEATURE TO INSTALLED WITH !AtJW,,CT04-26 758 ROW 24" 70 DATE, 10/28/10"' ? ~ eY, C6/MM/.i:H ~HOWARD:: FILE, FtEVISIONS, , ASSOCIATES, " ,. landscape architecture rla .2919 8880rio aa11. d,c11:o <irive eulte iJ~O 1an d!ego ca 92108 619 718 9660 ROW ,., . . . 150 I ._/ ---1- SOUMJWALL TO BE ED WITH PA 16-18 'RTSONRANCH NC-- REVIEWED BY: 1-t-~-\ ~. !:JI <JI:: INSPECTOR ·..y +,,,J--~~'R AND DRAIN SEMENT " (t.· 8, • 10 DATE 24" 760 BENCHMARK: DESCRIPTION: STAMM/ID 11-10 STREFT CENTERt1N£ lfELi. IIONUIIENT LOCATION: CDl'lERllE fY El CAIIII() ll£Al AT ENCINEER'S STA!KN 461+92 PER l?.S IIJ00-1 RECORD FROM: CO/JNTY flE1ICH lElf1S {NO. COUNTY 1£/?T. C<Nmot DATA} ELEVATION: 68.-179 DAll/11: 11.S.C. ,t GS. CG iii;· CG JH DIITE INIIW. ENGINEER OF ll0RK 24" 761 767 STORM DRAIN EASEMENT ' ---, -+--- -r~---- ----/---- / 76? 1 f-i' / lvL ' / 3611 ; CANNON ROAD --+--;:.... ---/ / 7\ 0 10' 20' North 60' i i i -Scale 1 = 20' SEE SHEET 7 FOR IRRIGATION SEE SHEET 35 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND,NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS i«· lf<w -Enuv MonumenW Ped Cor•IM:liol, 11/15'()7 : PLANNING DEPARTMENT : 63 u!JI CITY OF CARU3BAD II SHffiS I 4115/08 6118/08 PI.ANTINC Pl.ANS FOIi: ROBERTSON RANCH ARTERIAL STREETSCAPES APPROVED er;J_ I.,,.. -~ l/ , _;..-lf-JZ.;$-1-= PLANNING DATE IDWN BY: ii PROJECT NO. I DRAWING NO. DIITE -DIITE -CT 02-16 REVISION DESCRIPTION OlHER N'f'fKNAI. Cl!Y-~HKD BY: 6'33-6"' RVWO BY: CMWO APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. -----f -... ..._,_~ -----1-74-_ ", 11 t.. / / ~} ----------'sf--11 DATE, I0/2f>/10:: HO w ARD:: ~ 6Y', G&MM/..EI-+ JOB~, 2 ,00.M> "' • ~" A S S O C I A T E S " .,, " ~" "' landscape architecture FILE; rl•2919 REVISIONS, COLLEGE Bl VD ROW 11 r 10 "AS-BUILT " ;:+, &">-=RS £J P.E . ._ __ ~ EXP -:../>t f n REVIEWED t' /1;,J: Gf: , E;:l l~ 1\- INSPECTOR DATE DATE \ I I l ' I y- / _// 11 7 I. I i ' ' I j / I ·1 + j ' ----t ----,--- BENCHMARK: DESCRIPTION: STMMRO 11--10 STflCET CENlElil.lNE 1/EJ.1 JKHMNT LOCATION: CENTERUE fT EL C4MM1 !EAi. AT EJIGIIEER's STA 71(1( ~+92 PER N.S 160()--1 RECORD FROM: CO/JNTY BENCH /Pt£lS {NO. COUNTY ',£RT. CaflNa.OATA) ELEVATION: 68. 479 0A Tl.II: IJ.S.C ~ GS. CG CG. JH DA1£ -EHClflE'ER OT W0ftlC Pi _§~r L~ . ·-.i-->rl D -I I • I R&,iaion -Entry Monuments REVISION DESCRIPTION I 110 I () ' \ : / / ,_ ' ' ', \ \ \ I ' ' I I I ' i ' ' . ' j " ' \ /,..·I"!.! I I . 1-· ; ' ,' ' North Scale 1 = 20' SEE SHEET 8 FOR IRRIGATION SEE SHEET 36 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS 11115/07 Ul._11 CITY OF CARISBAD II SHEETS I -4115/08 6118/08 PLANNING DEPARTMENT 63 /IWff/NC PWiS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I A=D ~1 (=t. f:{I~ IZ.-~-lo I DATE I OWN BY· II PROJECT NO. I DRAWING NO. DA1£ -DA1£ INllW. CT 02-16 OTHERN'f'Rt:NN.. aTYN'f'f«NN.. CHKD BY: W-611 RVWD BY: CMWD __ -_ i c\ :I:. r -z m APPROVED FOR PLANTING --------- AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ,---W/DFAI 11W/ TO II' -----"--,-------- L_________ 2 " 108 24" --1----------- .. . . .. .,.... DATE, I012e1I0 ~ BY, c:61MM/.:e! JOB 1'1.1Me!;R, 2100.!56 FILE, REVISIONS, -. ,• =--:::.. * HOWARD:: ·• ASSOCIATES» "' r, landscape architecture rlo. 2919 888Grio aan die11a drlve s1Hte 350 aan dle10 ca 92108 619 118 9660 POUR CO/IK:RETE P. AT&T MANHOLE WITH CONCRETE COLOR TO M-1 TCH TRAIL PAD TO BE RECTANGULAR. PAD TO BS FLUSH WITH TOP OF MANHOI..EiWD TOP OF CURB Ju 100 I ,/ --\- .. . . -- --- _j "'· L ------------/ ', ---/ • -WIDEN TRAIL TO 8' HERE -------L____ 24" COLLEGE Bl VD ----r---- CONTIGUOUS TRAIL NARROWED TO r WIDE FROM BACK OF CURB IN THIS AREA (3) SYCAMORE TREES HAVE BEEN ADDED AT APPROX. STREET STATIONS 110+50, 111+25, 111+50. 1 /i' / L/ 24" 24" . . . . • •' .·.·!if·. . . . . -BUILT REVIEWED BY· 11.:,« 4r. E;(l~Jt INSPECTOR -------------------$0' /1\IOlt~l TO BE CONSTRUCTED VVITH PA 16-18. CT04-2iJ· -~ --===-----=---t-~ ------- (,✓11 "','f.1 11"'(7 O \ ✓ ' \~1--T--'--•\ ~~ l\ ~ I \~ " DATE (z..<g•to DATE BENCHMARK: ll£SCRIPT10N: STAMJN/0 11--10 STRE£T C£NlERIJN£ IE1J. IKMIJMENT LOCATION: C£N1CRIIE OF El CAMll:I liEAl AT ENQNEEH's STAllON ~+!12 PEif R.S fl/00--1 RECORD Fl!OII: CWNTY lENCH J.£1,fZS (NO. caJNTY /Bl (»{fNa DA TA) EIIVATION: 68.-179 DATI.II: /J.S.C. ti: 6!S. CG pj Rewilion-Ped11t ian Cor1MK:tiof1 CG JH -RECORD DRAWIPIGS °"-'IE INIIW. ENGINEEII OF -REVISION DESCRIPTION 112 r" \ \ "-GO CONTIGUOUS HERE TO--"- + AVOID UTILITIES 24" 36" ---l --- 0 i 11 -I I ._5 I I -- 1 Scale 1 = 20' SEE SHEET 9 FOR IRRIGATION SEE SHEET 37 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS 11/15107 Lilli CITY OF CARLSBAD II SHEETS I 411- 1111811)8 : PLANNING DEPARTMENT : 63 10/2lllto l'WfflN(l PLANS FO/i: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=D n;k✓\ <=r. fiI.Jt l t., ~ • IC> I DATE IDWN BY· 11 PROJECT NO. I DRAWING NO. ill'.TE INflW. DO.TE INIIW. UIHER N'f'f«NN.. CllY-- CHKD BY: CT 02-16 4JJ-6M RVWD BY: CMWD \ ' ' \ \ \ /RRIGA TE Af<ID PLANT UP 1:0 EXISTING ~NDSCAPE ANfJ, IRRIGA T10N L()CA TED HERE\ / / r-----------------~ ,, \ "\ . \ . \ ' \ \ ' \ \ \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ • f ------------ ' .. \ \ ·., \ \ \ '>,\ \ ' \ '\ \ ' ' \ \ \ \ ' i \ DATE, 1012e110 ~ e"f, G6h-lM/.EH JOB~. 210056 FILE, REVISIONS, COLLEGE Bl VD ------------ \ ' \ \ \ .·:HOWARD:: '" ASSOCIATES• ¾ ,, ,. e· landscape architecture rla 2919 8880 r-lo a.an diego drive &ulte llSO aa.n die&" ea. 92101 619 71& 9660 ROW ' \ \ 24" I INTO VA!A.T. / ( fn (3) SYCAMORE TREES HAVE BEEN DELETED AT APPROXIMATE STREET STATIONS 103+25, 103+50, 103+75. (TREES WERE RELOCATED TO ANOTHER AREA) \ -- AIOWCURB TOBE \\ CONSTRUCTED WITH DWG#433-6N TRAN.Fe CONSTRUCTED TH PA 16-18. CT04-26 ' . -~---~,.,.. ~-Yr/ ( f:• \ 24" MULTI-TRUNK 96" MULTI ......... 105 1-~~- TR, PA 16-18. CG . CG JH 24" BE -----------------------------------~ 106 . . -... ---- SOLJNDWALL TOBE ----~ CCJNSTRUCTE. ~ PA 16--JJJ.-.G'f'r>f-c$· ~ ------------------~ I I ADJUST TRAIL TO GO~~\ AROUND FIRE HYDRANT 0 i . . .. 10' I ! 0 7 --t 20' I Scale 1 = 20' SEE SHEET 10 FOR IRRIGATION SEE SHEET 38 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND,NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS Reit' wt • Entry Momments 11/15107 u1J I CITY OF CARLSBAD 11 SHEETS I : PLANNING DEPARTMENT : 63 <4115,1118 6111/0B , -RECORO DAA~ l0/211110 PUNTIIIC PWIS FOli: "AS-BUILT ~,.~ REVIEWED BY: 11:.J-( '4. i;Jl..;.it INSPECTOR .. BENCHMARK: DESCRIPTION: STANONID Jl-10 S11/ECT CENlDilJNE \o--i'eQ-10 f/El1. JKMJIENT LOCATION: CEN1EJillE fT El CM/NO HEAi. DATE AT £NCIN£ER'S STA'f1al 45#92 !'EH R.S !IJ(J{}-1 1z...~-10 RECORD FROM: COUITY BENCH l.EJHS {NO. COUITY IB?T. CalTRa DATA} DATE ELEVATION: 68.4ll 0A llJ/11: II. s. C. ... C. s. ROBERTSON RANCH ARTERIAL STREETSCAPES 1=0 11--><\ §{~ tj/4" ,1...-~-,o I DATE I OWN BY· 11 PROJECT NO. I DRAWING NO. 11,1\lE -lll'TE lNlll'IL lll'TE INflW. ENGINEER OF WORI( REVISION DESCRIPTION OlHER.fll'l'flllWt. CITY-. ~HKD BY: CT 02-16 433-611 RVWD BY: --------------------------------------------------------------------------- CMWD KEY MAP NOTTOSG,i,[f: 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I . I ·; ', -~: .:· ', '·.:··_ ,- I I , !/ ( , / 1012e110 ,. ., DlllAll't,I BT'' G6/MM/..2H ~'.'> JOB ~. 2100.!16 / I , , ASSOCIATES" ,, ·• -~ •·· landscape architecture FILE: rla:2919 8880 rio &an d;q,;o drive •uitc 350 aan cliego ea 92108 619 718 !16(,1} "1:VISIONS, "AS-BUILT " ~ • eh& 10 -"?.o -10 P.C EXP >J .. , /n DATE REVIEWED BY: /1.:,l.; t <--r· ~I.Ji: INSPECTOR ·-··~ . . .. . NOTES: 1. ALL TREES SHOWN ON THIS SHEET TO BE A MINIMUM 24" BOX. r -z. m U) m m ' -Ol 2. ALL LAGERSTROEMIA INDICA 'NEAR EASr ON THIS SHEET TO BE 36" BOX. 3. ALL PITTOSPORUM TOBIRA WHEELER'S DWARP ON THIS SHEET TO BE 5 GALLON. CG Re.iao11-E Monumenls CG JH MM REVISED ENTRY MONUMENTS BENCHMARK: MM REVISED ENTIIV PLANTING MM RECORD ORAV'M•GS OESCRIPOON: STNIONII) Jl-10 STREET CENllJUE #Ell IKMJIENT LOCATION: CENllJUE (T El. G4MM7 RCAl AT ENQ/EE1l'S STA 11()N -15#92 PER N.S 1800-1 RECORD FROM: COI/NTr 8CNCH lE't£l.S {NO. COI/NTr '8?T. D,.TE -fX1flRa DATA} ENGINEEJIOfllORI( REVISION DESCRIPTION El.EVATION: 68.-119 DA Tt/M: 11.S.C. .t GS. 20' North 60' 1 Scale 1 = 20' SEE SHEET 11 FOR IRRIGATION SEE SHEET 39 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND.NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS 111151117 41151118 1!118/08 -1:l/21/llll 10/2ll/10 D,.lE INITW,. OTHER-D,.TE INf1W. CIIYAPl'ROIAI_ l1111 Cl'l"!LA2!G £~BAD ILRJ PWmNG PJ.A/IIS FOR.· ROBERTSON RANCH ARTERIAL STREETSCAPES I =D 11;&,J ~ , E::tl.:Jt I t,,D:;~ 1° I DWN BY: I PROJECT NO, I DRAWING NO. ~ ~~--. CT 02-16 . 4JJ-6M CMWD KEY MAP NOT TO SCALE 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ... 20'6Tf! ( I I ' OF I TUM/ I I DATE, "" _..._ 10/26/10 • C HOWARD:: "Y '~ DR,t.ffi BY, C6/MM/..et JOB~,2100.96~ .. , "'ASSOCIATES" , , , .,, landscape architecture FILE, rla 29 19 81180 rlo a.a.o dlego dd-.c: aulte 3-50 ••n dle10 "" <121n.11; f,14 'l'IR QH',O REVISIONS, I I I INSTALL IRRIGATION AND PLANTING TO THE TOP OF SLOPE "AS-BUILT " !0-~-IQ EXP. ?apt l11 DATE REVIEWED BY: 11~-'f (::f, E:-11.,..1\:: I~-~-•= INSPECTOR DATE FUTURE SOUNDWALL TQ....,.....,,--_,,--../....., BE INSTALLED T 04-26 • \ < ' ' I. ·, ' ~ ''C_ONf,IECT/ONS BETWE'Ei l'.4 t STREET AND PA 21 TO BE f / INSTALLED WITHCTOtJ-25 ' . INSTALL IRRIGATION AND PLANTING (tA) CD V1bumum _JaponlGUM 9hall be _& 5 gal. size TO THE TOP OF SLOPE NOTES: (10)@ E&c:.allonla Prac:lesll 9hall be !S gal. size FUTURE SOUNDWALL TO BE INSTALLED WITH PA 21, CT 06-25 1. ALL TREES SHOWN ON THIS SHEET TO BE A MINIMUM 36" BOX. 2. ALL PITTOSPORUM TOBIRA WHEELER'S DWARF' ON THIS SHEET TO BE 5 GALLON. CG CG JH -REVISED ENTRY MONUMENTS BENCHMARK: -REVISED ENTRY PLANTING DESCRPTION: SfAJllMRD 11-10 STT/f£f CEN°/ERLH 1W. 1/aUENT LOCATION: CENTEfUE <£ El t;Uill(' REAi. Ar ENQIEER's STATDII -15#92 PEHH.S 1~1 RECORD FROM: COUNTY lENCH l£1£l.S (NO. COUNTY IERT. D,t.T[ INf1W. cailROl DA TA) ENGINEER DI' -REVISION DESCRIPTION El£VATION: 68.479 DA ll.111: II. S. C. .t GS. North 0 10' 20' i i l Scae 1=20· ----------------, SEE SHEET 12 FOR IRRIGATION SEE SHEET 40 FOR CONSTRUCTION SEE SHEET 28 FOR PLANTING LEGEND,NOTES, & DETAILS SEE SHEET 29 FOR PLANTING SPECIFICATIONS 11115.'1)7 411511l8 8/1MJII -12/21Al8 llo'.TE -OlHER- llo'.TE -CITY-. l1£11 CIT!lA2!c £~BAD I Lill PI.AJfTJN(J PLANS FON: ROBERTSON RANCH ARTERIAL STREETSCAPES CMWD __ -_ I f;\ 9 (\} w 'T'\ ...J 5f(j,1]0N NOT TO 5CAU: HOTI:, .-.i..so see TREE !',TAtc.lN6 oeTAIL 0 T1'e Ol't !oll!ll.le .-OOTflAI I 0 Dl6 HOLE :ZX l"llt)TH AND IJLF In OF l'IIOOl!Vt,I I AND FILL l"IITH MTEl'l ANO .0.1 I,,... TO ~'TE INTO s..JeSOIL. ® FILL HOLE l"IITH 6' DP IH NATIVE ~ILL MATl:llt.lAL. TAMF AND MOUND 51..16HTL. Y. 0 5LT lllOOT BALL IN HOl...f! SO THAT lllOOT ~ I~ I' A!!OVE FINlflH ~- © Ref'L..6.GE !9AG-Kl"ILL 1-V\TE!lllAL (1"191( SOILS '-Cl OltT) UP TO :213 THE HEl6HT OF THE flllOOT ~.0.1 I, TAMPIN6 N-ID SCI ILll-«5, AROUND REMAININ6 1/9 OF ~T SALL. @ G!ll:ATI: IMl6ATIOH e,t.!',IN A MINIMJM OF 6" BE'l"ONO !',ID!:!', OF lllOOT a.0.1 I 0 IMl6ATE FfllOM TOP TO 5ETTI..E: BACKFILL AND 1!!11!:!"M, FIU.IN6 BA!'IIN. © FINl5H61'lADL 0 FERTILIZE!t T..o.eu:TS F'ER SOIL!', l'tEFOR, 'io\ !',l..OII!; AT ~R OF l"LANTIN6 l"IT TO "2 ~ ~ TO A MMIMA-1 I, I SI...OF'f: 0 IN!',T ALL EROSION c.oN"1'11tOL F .....eRIC. ON PL.A.HT l"IT 51...0F'ES ,s,RE,l,TER THAN OR (A),._T_ri_e_e1_s_h_ru_b_P_1a_n_tin_g ____ EGIU_.-.i.._2_" _______ _ • 5> Ill B . . rnY'AILIN6 l"IIND 6' MIN. AXI!', 5f<·!l01 NOT T05CAU: 0 Tl'l!:E PLANTcD !"ER DETAIL 0 !'IT,.6.IQ; BELOl'I C.l'tOl'+I OF TREE @ 'l'ION0!:R TREE TIES' OR ~ ea.lAL. SEO .. .E l"IITH 16d 6ALVANIZED NAIL (3 TOT.-.i..) 0 2 11 Cll,AJ,,.IL I Ek X 10' l.ONS LOJ::16LPOLL PINE 5T-"lc:E (2 TOT.-.i..) G) "'-OOTB"-U. !',l..OII!; AT~ OF f"lANTIN6 PIT TO BE 6R,ll,.PEP TO A M.A.XIMA-1 Id. IH!'IT"-U. ~ION ~ F'°"""C. ON l"'l..,l,NT l"'IT 51..0F'ES ~relll THAN OR EGlUAL :2,1 NOTE,4.l !',O SEE TREE.ISHRUE! l"I..JII.NTIN6 DETAIL Tree Staking (For Trees 15 . Size and Lar er) l"V,N Y!El"! NCI TO ,C.}J E I&' El EY:l'IIQN NOT IQ 5G"'I F NOT TO SCALE 0 ~T BAIVt.lE!'l, , ... DUI '8I0-BARRIER' 0 PAVEP SURF..-.C.L @FtN15H6RADE 0ROOTBAL.L 0"""2ETIWNK NOTE, ~ BAAAIER TO BE l/TILIZS, ~ T1'EE 15 LOC.ATLD l"IITHIN 5' OF HARD5GAPE NOTTO SCALE GtROUNDGOVER PLANTED FER PLANTIN6 LE6END ! (9) Groundcover Spacing L PLANTER EOOE/ 51DS"IAf.K NOTTO SCALE (D Vite ATTAGICD TO 9Ull"AC.e CIF NALL °"'-"9 ICI! ,aTH VIM!: Til!!i @ ~Tllla~Olltl'l!NCI! @ l'l...'\NT 90 TWIT a!CI t4 15 I" ~ l'INl&H ... A,D!! ~!~,®_ 'i' I I /~ @ -4' 1'1,1,~Ha, IIM&IH @ l'L-"HT T~ l'l!lll l'l..,t,HTIHl5-HO-re Ollt~l'~TI~ @ l"INl&H ~ NATIVE PLANT l Ee,END PG55~ATIQN,t,REAA Sl«l.eS -I 4:&\ I ON MINIJ1cM SIZE et A~ ILi IL51A C.ALIFOl'NICA 0 SAGGHARl5 l"I L.UL..ARl5 e ERl060MJM FASGl<-ULATUM $ MALOSMA LAIJRINA • MIMJU,15 AI.IRANTIAG-U5 e OPTVNTIA LITTORAL.IS @ l'IHJ5 IN~ll"OLIA 0 SAL VIA Ml:LLIFERA CALl~IA 5~ CHAl"ARAAL Bl"OOM P::LAT-TO\ I W elJCtQ't-EAT L.ALll'EL 5,Lt1AC, MONKl:YFLOI CR ""-le.Kl. ""I' -l"EAR C>G TV5 L~ ei...o.c-KSME I 6AL I 6AL I 6AL I 6.-.i.. I 6AL I 6AL I cs,.-.i,_ I 6AL ,. ,. ~s1 ~20 ~25 -!I ~:23 ~24 ~,, ~, .... LS6I m11~ =ITT G) Wla'ILL MIX l'l!lll l'I..NITIHS ~ w§S t::M?PNffT9 > MIX A fi??1 BOTANIC.AL NAME COMMON NAME C.ALIFORNIA SME!l"LJSH CHAl"AMAI. BROOM FLAT-TOI I W ~T <SoOLDLNYA~ E:VEl'I.LA!'ITINS <S,Ou;eeusH f'IAltE cil:RM ,',G lt1 Ollt ~l'l~TI~ '-G) --m--- ® .2J<~PIAl«ieR ® UIIC)l5.,.,__, ""'TIVE !IOIL e, @ ~:s.t.u.. ®I .,.V .. in_e __ P_l_aniiiitiii,·n.s------------------~§llif~G!!,,T!i19tl• NOTTO SCALE ., +NDNfli NQI§2 E2:.c'] ......_ILi DIA C.ALIFORNIC.A 8AGCHNtlS P"ILULARIS E:Rl060NJM FASGIClJL..6.TIJM E:RIOPHYLUJM GONFERIFLORUM 6NAPH.-.i..lUM Slc.oL.OR ,~A MENZll5II LAS"M:NIA CALl~ICA LO"TV!l 5COI" ARIUS L.Ul"'IN/5 9UCCUI..ENi1J5 Mll-tJL.US AlJRANTIACU5 N.ASEI I 1' ~ ~ l.El"'IDA SALVI_.., MELLIFERA PH..-.C.ELIA RAMOSISSMA PU\NTACSO INSULARIS ~LZIA C.ALl~IC.A TOTAL COMMON <SoOLOFIELl:15 DECA;CU> ~A LUl"l"rE MONKEYl=LOl"ER l"Ulla"L.ENEEDLE:6flt..6.S6 FOO"THILL NLEDU:61'.I.$$ SL,1,C,KSA6E eRANGl-!INS PHAGELIA PLANT A'50 CALIFORNIA ..-OFF T 15 :2 50 "° ,o :20 !IC .. 0 .. & 5 .. o .. o e5 "° .. ,, .. & I. THE ~T~ SHAU. '""°TECT IN PLACE AU. l!:XISTINS !"LAN~ A~ AHP !"LANT MA"ll:PllAL A5 INDICAT!S, ON TIE !"LAie ~ A5 51"eC-IFleD IN TIE !"11!1..D i,-,-TIE l.NC:>9C~Al'CHl=T. .2. THE l"'L..6.NT!N6 l'I.AN IS 1'1>.Sl't.'c' t 1ATIG. ALL !"LANT LO<;ATIONS -A"'"'OXIMATE. 50 :!!.O '40 .!5 10 -4.0 60 0.!5 25 I .!5 -40 2.0 60 0.5 &O :2.0 &o 1.0 ,o 1.0 60 5.0 60 1.0 50 .20.0 "TO 1.0 e5 20.0 "15 2.!5 -44.!5 5. ""'-.""I' A CONTAC-T ~IGIDE, 1tl~ 1CZDS -,'l~ESENT, l"E!lt. MAIU'AC-~'S !PEG-IFICATIONS, A MINIMJM OF Tai DAYS !"!ti~ TO~ OF ANT 1"1..ANTINS ~ l-I6ATION l'IO!ltl(.. ICED£,, ,HCI.IJDINS THEllll. l'fOOTS, SHALL SE >-LLOlo'E> TO COI-PLElaY DIP' i,ACK eEFOl'I: ~e:EDINS l'IITH l'iOIII.K. -4. ~IL TESTil'6 SHAU. =tl"LT l'IITH SECTION IV. C.. 3-:2 OF THE CITY OF C"'•i "f"AO L..ANDSGA!"E MAM/AL. 5. ALL Al'EAS >"'IITH A ,5,R,ICOtENT OF 6,t ~ LESe. TO !!le l'"I.AN"TED 5HALL. SE ~l"""ED TO A De!"TH OF SIX ING+E5 ~ SHAU. HAVE THE FOLJ...ONNS ~ ~ l:VENl.. Y AND ~ Y ~ IN (GlUAHTITIES -~ J,000 !>.F ), A. 5 Cl.'elG Y """'5 NITI'tOl!i Ell FORTIFla, FtEL>l'IOOc, SHAVIW S. 100 POUNDS "'6111.iGUL ™'-"L 5'"fi"SU,t c:;_ I5 l"Ol'"'9 ,_ 5U..FATE D . .25 l"Cll.NCIS 16-6-& ~ !111'1 l'A"'E 1"1'111.TILlzelll. 5'1"M!O!.. !IOTANIGAL NAM!: [j] EN Q;) LI II,) I I Cl~ C.N ~ BIGAL Yl"'T1J5 NIGl-iOl..11 ~•90x t1fL.LON LEAfleO I CF P CAJt..llNT (!5 SAL-1.G'N Li'ut.lU .. itoeMIA INt>IC:.>. GltAl"'I! MYl'tT1.E 2-4' 90X '!eAR "-"6T' 5TANDMD L,•ut.l U .. itoeMIA INt>IGA GltAl"'I! MYl'tTl.E 2-4' 90)( ,i-e'C,ENie,tj-IAL 51"'1RIT' MJL.TI-Slt:11. CD ~· 90X LIGIIJIDJl,I eMt 5TY11t,t,C,ll"UJ>, >.Mel'-IC:.>.N St CE, 51.M 15 SAi.LON '!"ALO AL TO' 2-4' 90)( ~·eox PC l"t!Oel~I)( C.ANARlete!5 CAN>.it"'r" I51..,t,ND C)>,ff! l"'.-.i..M :20' BTH + P"INJS C.J1.N.A-.""""-11'NS!5 C>.N>.lt"Y ISLAND l"IN! :2-4' 90X 36' l!IO)( • P"LATAlf.!5 ~IA LONC)OON PLANE T"!!E 2-4' eox 'c-ol..Ui"elA' 36' l!IOX 5TD. -4&' l!!IOX MJL. 60' l!IOX MJL. PR. P"LATAlf.!5 11t,',GEM05A C.ALIF'Ol'HIA 5yc:;~ 15 &ALLON 15 SAL ML TI. :2-4' eox 24' l!IOX MJL. 96' l!!IOX ~• 90XMJL.1 ...,,. 90X 2-4' eox "6' l!!IOX 9 CW"! :C.S ~!!"OLIA C.OA!lT LIVE O>.IC: .:2-4" l!IOX 96'1'0X QI ~ I~ SM !',CHIN/5 M0LJ...E tt Tll"UANA Til"U TC Tlll.15TANIA CONl"eRTA Ell • ;Ii 1'5GALLONIA l'!'V.: WII l:5C-AI I ONIA l"!'V,t:Wtt HOLL ""I' OAK Til"U ~ el".l!ll!! Ate l!!IOX ...,,. eox 36' l!IOX 1'6' l!!IOX ,, e.-.i.. 15 s.-.i.. :2-4' eox 96' 90)( 1:!9GALLONIA 5 SAL ec.ALLONtA 15 SAL LANTANA 5 SAL NEl'I zeALAND FLAX !!I SAL 16 ' : . > -40 > > 6 , 6 192 .26 > 5 :2 , 152 56 ~ -45 I I .. 9 , .. .... I . ' . . . . . , 6 ' . .. I& .... 1-4 5 . . . . ' > .... ) 5 5"1 > 60 , & . ' II ' ' >" ' ' ' 2'61 • 5' o.c:.. > <!O -!IO' O.C:..' , l&iO-!!I' O.C:.. , , 5i -,, o.c:.. . 1"I f:ASE NOre -rw.T THE A~ MAY GHAH5E, 19,0SE!? OH THE SOIL ANAI.Y!>IS. 6. EACH l"!.ANT !!HALL ~IVE -"Mll~ 1"'1.ANT TAel.ET5 AS FOU.Ol"IS, FLAT !>IZE !"LANT (I) i 5111.AM I <SAL c:;oNTAl!CIII. (I) :21 1511.AM 5 6Al. CONTAIIE!'l (3) :21 -.,,M 15 <SAL c.ONTAl!CIII. ~) :21 ~ c,:: 0 LANT ANA C.AMAlllA 'Ill.ADI>. TION' ~IUM TeN>.X ~• ~, IN1A ~ !"ITT~ TOBI~ 'I'll I ...., °""'"""' Vll!!UIIMJM .J..6.l"ONIG-UM c.Hlle!!e frrlO I irilA 5 cs,.-.i,_ ~ 1'l'tAlll.l" I SAL 56AL Vll!!Uf!IN.IM !5 6AL 24"e --4' o.c:.. ' > 2-4&-4 -90' 0, . > 25i -90' o.c . -441 -,, o.c:. .. i. BAGK.!"ILL $HALL c:;ott"I.Y l'IITH SEC,TION IV. G. 3-:2 OF THE CITY OF c:;_..,11I ci,,"D L..AND5GA!"E MAN.JAL. &. f"I..NIT5 $HALL SE IN51AU.Et;I f'ell: l"LANTINS CIETAJLS '""°"'IDED IN THESE l"I.ANS. PLANT MATEIII.J/1,L SHALL i'IOT SE 111.00T BOUND. FIVE .SAU.ON f"L>INT5 AND L.,l,NEIII. 5H,'\LL. !+AVE eeet SAOl'f• IN CONTAI~ FOR A MIHIMJM OF 6 MONTHS AND MAXI-OF 11'IO ~-~ SHAU. E.><Hli,,T I-CAL.THY 6ROl'ITH Ate) SE "'EE OF Dl!IE'~ES AND l"ESTS. "I. 5T,-..;E ALL ~ l"E!lt DETAIL. ~ 1«1111.!EKT STAKES AND TIES ~ ALL c.ONTAINE!I!. SToc:.K. MAINTAIN SIDE ~ OH ALL ~- 1/GEIT 11 □ " ~tAel:10 DODOHAEA Vl!lc:.05A ~• h IOL.I,,,< l'IO!lt.!.."NI I 5~11'19: HOP" l!!U9H ,,....,_ 15 6AL > li-4 -&' O.C:.. . '225-&' o.c:.. 10. l"I..ANT ALL AlltEAS l'IITH ~ TO l'IITI-IIN 6' O!'" 51R"'IIB OIi! ~ ~- II. l'LACE l"LANTS NO G!..OSQ!t THAN 2-4' TO ~NKLe:111. l-EA1'5, EXCUJDINS 6ROUNP ~- 1:2. ALL ~ c:;OV!lll.5 SHALL l!IE 61JAIII.AN1"1!!ED l!5""I' THE GOH~T~ AS TO ~ AND ++EAL TH FOR A l"ERIOO OF SIXTY DAYS FOLLOl'IIN5 COMl"LETIOH OF Tl-IE MAINTEHANC-E -= AHP FINAL AC-Ge!"TANCE OF TIE l"l'IO...EC,T i,-,-THC OI fCI< ~ OIWCR~ l<LI mrATIVI:. ALL 51 ll"l.e5 SHALL SE 611,',AAJ>m;ED B""I' THE ~T~ A5 TO~ AND I-CAL.TH FOR>. ~00 OF SIXTY DAY"!, POU.Ol'llNiS COl'PLETION OF THE MAIN"TcNAHC,E l"StlOD ""° FINAL. AGCE!'TAHC,E OF Tl-IE l"l'IO..EGT eY Tl-IE OlfUll .:illl. OIPIClll.'5 ALI AJ...iCNr ... TIVE. AU. ,Pd.£5 .;HALL ee ~ i,-,-TIE ~T~ ,\5 TO~ AND l+EALTH FOR A l"E!ltlOD OF TJIELVE MONTI-IS FOU.Ol'IIN6 COMl"I..ETION OF THE MAIN"TelAHC,E l"elll.lOD AND FINAL. ,',GGE!OTANCE OF TIE """'-ll'C,T i,-,-TIE 0. •et ~K Ol'lltCK.; ~IATIVE. THI' C-ON"ll'>,C,TOIII., l'IITI-IIN 15 D>.Y5 OF NOTIFlc;ATION l!5""I' THE ~ J«C.1-1I-reGT ~ OliCR SHALL ~ AND ~ ALL 61JAAANTEEC> l'I.ANT M,l,"11:PllAI.S -CH FOR ANY KEA50N F,._,L TO MEET THE Ke:a/1~ OF THE ~-~T Sl+ALL eE MADE l'IITH !"LANT MATEIII.JALS AS INDIG-ATl'D OK ~IFleD ON THE Olll.l6INAL l"L',N5, AND ALL 5UGH KEl"l...>,CLM: MA~IALS SHAU. l!lE 6UAIII.AHTEEC> A9 ~ll"ll'I:I FOR THE ~I61NAL MA~AL <SUAlll.,t,NTEE. . ~ -) t: :-:-: '& ~ ™ P"l~IUM 'FLAMIHSO' " CFZ!P C<NIP . A6Al"'ANTHJ5 O!lllENTALl5 A6Al"'AN'T"H.b l"E I cl( i"'AN' ANI06AZANTH05 aeH l"'l!AlltL' i,ctl.l&AINVIL.LEA 'l'05t.!«A' e,~ PAN5..6. l"'Y6MY DAT!; l"'ALM 5 s.-.i.. NEl'I Z!!ALANt> FLAX 56AIL . . -- LILY OP T1-E NILE I 6AL LIL ""I' OP T1-E NILE I cs,.-.i,_ KANIS~ P"-"l"I 56AL l!IOU6AINVIL.LEA 5 6.-.i.. :5t.i. ct. I 6AL > "'"' -&' o.c:.. , II > I&' 0.£,. , 12' 0.£,. . 2' o.c:. > • ' 2' o.c:.. ' 12' o.c.. ' ' . • ' IS. IF l"LANTINS OGGI.J!'tS ~ AUSU5T 15 AND -IL 15 AHP 15 NOT eTTINS THE c:;ss l!ll'J.J5H MAH>6EMEltT ~ MIX A (;ITY OF c:;AKLseAD ~ "l!:I~ 5""'-"l'I MAT ~ ~ EGUAL SHAU. SE >.1"1"1..ler> ~INS TO MANJl=AC-1VKElll.'S 51"!:CIFIGATIONS TO ALL. 5LOl"I$ 6Kl'_..,T!;'K THAN 3' ~ ~ THAT NIE AO~ TO f"\Jl!lL.IG l"IAL.KS OR STIQ:ETS. > -c.oL!:OleMAF\A..C,HIU-I l"'INI<: ~™ Of" HI!:,',~ 5 6AL > ,, o.c:.. ' IIIIIlil Dl!:TL5~A > LANTANA ' ~IN& ~INC' Af'RIGAN IRl5 I 6.-.i.. LANTANA I 6AL , I&' 0.C:.. .2-4' o.c:.. 1-4. IF 1"1.>,NTIN6 OG-GUK5 OUIII.INS THIS TIMI' (.6.i..19U51 15 -_,L 15) AND THE ~ Al'c ro K"GI~ THE c:;ss -..isH MAWEI £NT MIX , CONT1'11,CT~ !!HALL 51"'KAY ~ MIX AND l1-eN ~ THE !il..Ol'ES i"liTH A c:;ITY OF GAAi ¥"-1' ~ l"OL""l'.JJTE 1-e;H. l"OLY.JJTE Mel-I IS ,._YAIL>l!II I' n«O.,l,:;I+ Tie DEl'IITT c:;ot11"'ANIE5 I~. 15. ~ G-111.0f' ~ MIX l"'elll. ~ NOTe 5HAJ.J.. lllE Iler .... , I El? 11H ALL SI..Ol"E5 NOT 6ETTl1'6 THE c:;ss --'SH M..t.NA6El"ENT. , ~ ~ l"El+jl5ETIJM 'LITTLE eu+rr'' FOUNTAIN Slit.,\!',$ STAR .JA!IMINE I 6AL I SAL ' 1.:2' o.c.. ' ,,; HIJ?l!Q'-f I I>INIS NQD;S I. SENElll.t.L SF'EGIFIC.ATION5 ALL 5L.Ol"E5 INDIC.ATED ON Tl-ESE PI..ANS TO SE PLANTED Sl+ALL SE l+"T'DROst.LDLD l'll"TH A GOVER C.ROF' 1"LR THE FOLLOl'IIN6 NOTES. SOTANl(;AL NAME -GOMMON NAME -RATE/AGRE ~ MIX •1 L09.Jl.ARIA M>.RITIMA -S.CL, .-.i..Y5SUM -10 LB/.A£.RE II. ~INS 51.15PLN510N OR ~y G-OMP"051TION A. 5EED MIXTIJ!ltE • KEGl. RAT?: f"EIII. ,',GJIIE. B. c:;ONl'CB OR EGUAL VIR61N l"IOOD ('..fl I I '..ofE FleeR 1'tJLCH -2000 POI.Nc:>5/AGRE. C.. l:GOI.06Y ~ M-BINc>E!'l -1,0 P"OUHP5/~ IV. Al"l"l...l(;ATION ~ AND EGIUIPMENT A. EGUll"'MENT. HYORAUL.IC, EGVIPMelT IJ!',LD FOIII. Tl£ Al"'l"'LIC.ATION OF THE 5EED AND ~y OF l"!tf'l">."EO l"il!!el'l MJLGH SHALL eE OF THE ~ ~• TYPE. THIS EGUIP"MENT 5I-IALl... HAVE A el.llLI-IN A61TATION SY'SreM AND ~TINS G->.P"AGlrr SUFFICIENT TO A61TATE, ~ AND HOM06ENEOU51..Y MIX A SI..IJlltRY CONTAININ& HOT LE5S THAN -40 41 Of" FIE!!Ei' MJI..GH FOR t:>.cH 100 6ALI..ON!, OP l'l>.TE~. n-E 5UJl'l(Y Di5"!1'1euTION Lite!! SHALL eE L>."6E ENOU6I-I TO~ STOFPA<SE AMD 5HAl.L eE EQUIF'l"ED NIT++ A 5ET OIF ~IC. ~y NOZZLE5 !"HIGH l"IILL l"ROVIDe A G-0NTINJOU5 NON-FUX:.TUATIN6 Dl5Gl+AR6E. THE 51..URJ1t""I' TANK SHALL HAVE A MINIMUM GAPAGIT""I' OF i,!!00 6ALLON5 AND S'-1.o.l I eE MOUNicD ON A TIII.AVELINS lMIT, LITI-EIII. SELF-~ Olt ~ eY A ~AR.ATE UNIT, l"HIGH l"IILL !"LAGE THE SUJRR"( TANK 51"'RA""I' HOZZI..E5 l'llTHIN $LFl"lc:;IENT l"ROXIMITY TO Tl£ ~ TO eE m. B. l"!tf'l"ARATION. THE SI..U!'U'lY F"REl"AAATION 5HAl.L T>.Kf: PL,t,GE AT THE SIT!: OF l'40l'K AND SHALL eE6IN l5Y -'DPIN6 f'l>.Tl:I( TO Tl£ TANI<: ll'IHEN THE EN&INE 15 AT HALF-TI«OTTU:. ll'IHEN Tl£ l'IATLR LEVEL 1+"5 REAGHED THE HEl6HT OF THE A6ITATOR SHJI.F'T, SOOD KEc.lRCULATION 5I-IAL.L eE ESTAel..15HeD AND, AT THIS TIME, THE SEED SHALL SE ADDED l'OU.Oi"CD SY Tl£ FIE!!Ei' 1-tJLc:;H. FIE!ER MULCH 5HAl.L ONLY SE AOl)E1) TO TI-IE MIXTURE AFTER THE SEEc> ANO Jl't-EN THE TANK 15 AT Ll'>.ST OIE·THIRD (i-"') FIL.LP'D l"IITH l'l>.TLR. Tl£ EN6INE n«OTTILIL SHALL SE Ol"ENLD TO R.\.L SPEED ,'IHEN THE IANK IS HALF-FIL.LP'D NITH l'IATLR. ALL THL FleER MJl.C,H SHALL eE ""™ BY THE TIME THE TAN+:: 15 Tl"IO TI-IIR.05 (215) TO n«EE FOU<TH5 (3/-4) FULL. 51"RAYIN6 SHALL ~ l~ff IE1'1ATELY /l't-lEN THE TANK IS RJLL. C.. >.PPLICATION. THE OPERATOR SHALL !Sf'!ltAY THE AREA l'IITH A UNIFORM, V1518LE GOAT SY USIN5 THE ~ GOLOR OF THE FIE!ER MiLGH A!l _.., .SUID!a. THE !IUJRlltY' SHALL SE >.Pl"I..IED IN A S.CEF ,..,s MOTION, IN AN Al'IC+ED 5~M SO >.5 TO FALL Llt<E "-"IN. ALLOl'IIN6 TI-I: l"IOOD FleeRS TO l!IUILD ON EAGH OTI-ER. GONTl1'1JL APl"LIC.ATION UNTIL A 6001' GOAT 15 ACHIEVED >.NO THE MATERIAL 15 SPREAD AT THE ~IRED AATE 1"LR ~- P. ALL ~ 5f'OT5 SHALL SE "1::m l"IITH 5>.Me ~ AND SU5PENSION COMPOSITION l'IITI-IIN "THIRTY (30) DAYS TO THE 5ATl5F,',GTION OP THE OV'tCK. \._ ~ . ... NO"Tl!5, TIIV',GIEl.~J..6.5MINOICE5 . . . IIet:D? YD ••• FIGU5!"'.JMILLA MMATHON Ill . . . . . GIi' I INS Fl& • P"l"OOC:DO!IO(:C:::~.•ll',l'QiW'5 TO HJIIY!! MAIN I e-c& ;NTAGT ' I&' O.C:.. .... .. .. ... .... 5 ,s,.-.i,_ 50D •• 51 IPlll!l!l ."INC) ~ 5111111 te'Z !!HALL l!E ~ l"IITH FLAT!', C1F GLLM"IN6 &AV.NIA 'MOON61..0t't' 12' 0 .c:.. . . . ••• llleMOV!! ~ l,&J"'""ll:!!!8P," 5T.4Ke AND ATT..-.c.H TO l'W..L l"IITH MASO!ltY ~->.Ne> &T!l!!L. l'tlflle HORIZONTAL :2 Tll-'E5 AT 2' >.ND -4' Hl&H GONTlt-lJOUS ALON6 LEN&TH OIF l"IAU.. .... ~ ClfCA...l!lE HOleO <"'4 l"'LAN • NO 5EED sue5TITIJTION5 l"IILL eE ALLO.l!J) ,.!THOUT ""'-IOR ~ l«ITTLN AUTHORIZATION OIF THE LAND5GAI"!:: >.RGHITEGT AND GIT"( 1115f'Cc:.TO!ll. ALL SUJ.i£, A!Qa AVAIL>a.E THKOU6H ~ PLANT ('"760)1-44-1"60. rt-=~~==t~CG~~=+£Planli~~~-nai}R~--~ .... ~..lon~~-}R~ .. ~,,~-~d~Plant~~~CountQ~~~========P1~11~1510~~7q====~~====l====~=;:;;.;;;::;=;::;;~=;~~:;:;:;~~~~~;;;;;;:;;;;:;i"" CG ~1 CITY OF CARLSBAD II SHEETS I I SEE SHEET 29 FOR PLANTING SPECIFICATIONS I ~::::=::::;JH~=;::::::::::::::::=:::;:=:::==========~~:~:=~::!===;===~=~Ll!LJ. PLANNING DEPARTMENT . 63 NOTE: WHERE 24' AND 12" NO IRRIGATION ZONES ARE SHOWN ON THE PLANS ADJACENT TO 1 GALLON GROUND COVERS, THE CONTRACTOR SHALL INSTALL THE SPECIFIED 1 GALLON GROUND COVERS TO WITHIN 12" OF THE ADJACENT DECOMPOSED GRANITE TRAIL WHERE 1 AND 5 GALLON SHRUBS ARE SHOWN ADJACENT TO THE DECOMPOSED GRANITE TRAIL, CONTRACTOR SHALL INSTALL GAZANIA 'MOONGLOW FROM FLATS AT 12" ON CENTER FROM THE BASE OF THE SHRUBS TO WITHIN 12" OF THE DECOMPOSED GRANITE TRAIL EDGE. CONTRACTOR SHALL INST ALL APPROPRIATE IRRIGATION NOZZLES TO PROVIDE IRRIGATION TO THESE PLANTINGS. -REVISED ENTRY MONUMENTS lli3MJ8 PUJi7/NC LDlCNI} f0/1: BENCHMARK -~ISED~QUANTITIES 1111Ml8 . .,:~~ ~ "AS-BUILT 11 ~PTION: STAMJAHl};-,oST/rfFTWllll(UNE MM ~seoEHTRYPtMTWG 12121~ AR:ft!J'~i:Efff£A~ES ic, ~ ~' '.Y Ji £) lo .30-10 LOCATION: ~::;::a CAMINO HEAL L----,r---+------------------ir---t---t----t---1 1-:,,.,,P,,.,._ROVE==-o ........... "-'l....,.'+-"''-'='"'-"'""-"'-----1 ··"'\·-. __:~.-i:!,/ai/n ~ ~ EXP. a,[;,.1/11 DATE ~~fTAT!al-154+92 , _~ ........... tt',c,(~,Ht eft tz.-~1o1 ·, .JQ-a.D ·10 REVIEWED BY: ,,:'?~:'~,c i:tJ, { 0, ~I± ., R[OOID FROM: CO/JNTYBl:NCHlEfe.S(NO. COiJNTYIO?l Df,,t INl!W. 1---°"'-TE_~---_lllll_TE_~----1 l[;oD~BY':, __ ,, PROJECT NO. I DAAWING NO. "'1:.,<:.;, OF CN,.11~ ·--\ ""\ -::aL ( ?.· ~ -~.o CONTROi. DATA) ENGINEER OF WORK REVISION DESCRIPTION 01HEII -CITY --'"" • • CT 02-16 . .f.JJ-6M ~ INSPECTOR DATE ELE\IATION: 68.-1-19 OAT/IN: V.S.C. ,f GS CMWD __ -__ _ . • SECTION 02483 -LANDSCAPE FINISH GRADING AND PLANTING 1. GENERAL THE GENERAL AND SPECIAL CONDITIONS OF THE CONTRACT APPLY TO THE WORK OF THIS SECTION AS THOUGH WRITTEN HEREIN. 2. SCOPE OF WORK 2.1 FURNISH ALL LABOR MATERIALS, AND EQUIPMENT TO PROVIDE AND INSTALL SOIL PREPARATION, FINISH GRADING, AND PLANTING AS DESCRIBED HEREIN AND UPON THE PLANS. 2.2 THE CONTRACTOR SHALL ADEQUATELY PROTECT THE WORK, ADJACENT PROPERTY, AND THE PUBLIC, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE, INJURY, AND LOSS DUE TO HIS ACTS OR NEGLECT. 2.3 WORK NOT INCLUDED: ROUGH GRADING AND DRAINAGE. 3. SAMPLES, TESTS, ANO INSPECTIONS 3.1 THE SOURCE OF THE PLANT MATERIAL SHALL BE FURNISHED IF REQUESTED BY THE LANDSCAPE ARCHITECT. 3.2 ANY SAMPLING, TESTING, OR INSPECTION COSTS OF MATERIALS ARE TO BE BORNE BY THE CONTRACTOR, ANO COPIES OF INSPECTION CERTIFICATES, REQUIRED BY LAW, SHALL BE FURNISHED TO THE OWNER WITHOUT CHARGE. 3.3 THE LANDSCAPE ARCHITECT MAY, AT THE OWNER'S REQUEST, VISIT NURSERIES AND TAG SPECIFIC TREES FOR INSTALLATION. 4. MATERIALS PLANTS: 4.1 NOMENCLATURE: SEE PLANT MATERIALS LABELED ON LANDSCAPE PLANTING PLAN. 4.2 CONDITIONS: PLANTS SHALL BE SYMMETRICAL. TYPICAL FOR VARIETY AND SPECIES, SOUND, Hl;AL THY, VIGOROUS, FREE FROM PLANT DISEASE, INSECT PESTS OR THEIR EGGS, EXCESSIVE ABRASIONS OR OTHER OBJECTIONABLE DISFIGUREMENTS, ANO SHALL HAVE HEALTHY, NORMAL ROOT SYSTEMS, WELL FILING THEIR CONTAINERS, BUT NOT TO THE POINT OF BEING ROOT BOUND. TREE TRUNKS $HALL BE STURDY AND WELL HARDENED-OFF. PLANTS SHALL NOT BE PRUNED PRIOR TO DELIVERY EXCEPT AS AUTHORIZED BY THE LANDSCAPE ARCHITECT. IN NO CASE SHALL TREES BE TOPPED OR PRUNED BEFORE DELIVERY. PLANTS SHALL BE GROWN IN NURSERIES WHICH HAVE BEEN INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE AND HAVE COMPLIED WITH ITS REGULATIONS. 4.3 IDENTIFICATION: PLANTS SHALL BE OF THE VARIETY AND SIZE REQUIREMENTS HEREIN. ONE OF l;ACH BUNDLE OR LOT SHALL BE TAGGED WITH PLANT NAME IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN ASSOC/A TION OF NURSERYMEN. 4.4 SUBSTITUTIONS: SUBSTITUTIONS FOR THE INDICATED PLANT MATERIALS MAY BE PERMITTED. PROVIDED THE SUBSTITUTE MATERIALS ARE APPROVED IN ADVANCE BY THE LANDSCAPE ARCHITECT ANO CITY LANDSCAPE INSPECTOR AND THE SUBSTITUTIONS ARE MADE AT NO ADDITIONAL COST TO THE OWNER. EXCEPT FOR THE VAR/A TIONS SO AUTHORIZED, ALL SUBSTITUTE PLANT MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THESE SPECIFICATIONS. IF ACCEPTED SUBSTITUTE MATERIALS ARE OF LESS VALUE THAN THOSE INDICATE OR SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 4.5 PLANT INSPECTION AND REJECTION: ROOT CONDITION OF PLANTS WILL BE DETERMINED BY THE LANDSCAPE ARCHITECT THROUGH THE REMOVAL OF EARTH FROM THE ROOTS OF AT LlaAST TWO PLANTS BUT NOT MORE THAN 2% OF THE TOTAL NUMBER OF SPECIES FROM EACH SOURCE. 5. MATERIALS 5.1 SOIL AMENDMENTS: ALL AREAS TO BE PLANTED AND IRRIGATED WHICH ARE LESS THAN 3:1 IN SLOPE ASPECT SHALL RECEIVE SOIL AMENDMENTS, UNLESS OTHERWISE NOTEO. THE FOLLOWING SOIL AMENDMENTS ARE TO BE USED AS THE BASIS FOR BIOS. ONCE ALL SITE IMPROVEMENTS ARE IN PLACE ANO APPROX/MA TE FINISH GRADES ESTABLISHED, THE CONTRACTOR SHALL FURNISH TO THE OWNER A SOILS REPORT MADE FROM THE SURFACE ANO SUBSURFACE (18' BELOW GRADE) SOIL BY SOILS AND PLANT LABORATORY, P.O. BOX 11744, SANTA ANA, CALIFORNIA 92711; (714) 558-8333. THE REPORT SHALL INCLUDE PH, N.P.K., SAR, ECE, BORON LEVELS, AND SOIL PARTICLE' EVALUATION. LANDSCAPE ARCHITECT & CITY INSPECTOR SHALL REVIEW & APPROVE THIS REPORT PRIOR TO COMMENCEMENT OF SOIL PREPARATION OR PLANTING. GENERAL SOIL PREPARATION, AMOUNT PER 1,000 SQUARE FEET: A. NITROGEN STABILIZED ORGANIC AMENDMENT, 3 CY. YDS., DERIVED FROM COMPOSED REDWOOD SHAVINGS OR FINELY GROUND FIR OR REDWOOD BARK. SHALL CONTAIN A MINIMUM 0.5 % AV/\ILABLE NITROGEN. B. 200 LBS. GRO..POWER PLUS (SO. CAL. ORGANIC FERTILIZER COMPANY). C. 200 LBS. AGRICULTURAL GYPSUM. D. 1 Q LBS. SOIL SULFUR. 5. U BACKFILL MIX: A. 6 PARTS BY VOLUME ON-SITE SOIL B. 4 PARTS BY VOLUME ORGANIC AMENDMENT PER ABOVE. C, 10 LBS. GRO-POWER PLUS PER CU. YD. OF MIX. D. 2 LBS. IRON SULFATE PER CU. YO. OF MIX. E. 10 LBS. AGRICULTURAL GYPSUM PER CU. YD. OF MIX. 5.1.2 A COPY OF DELIVERY SLIPS ON ALL MATERIALS USED ON THE PROJECT SHALL BE DELIVERED TO THE OWNER. 5.1.3 SUBSTITUTIONS WILL NOT BE PERMITTED EXCEPT WHEN PROOF OF SUBMITTED THAT ANY MA TERIAI. SPECIFIED IS NOT OBTAINABLE. ALL SUBSTITUTIONS ARE SUBJECT TO REVIEW BY THE OWNER. 5.2 TREE STAKES: TREE STAKES SHALL BE 2: IN DIAMETER BY 10' LONG NEW PINE LODGE POLES TREATED WITH COPPER NAPTHENATE UNLESS OTHERWISE NOTED. 5.3 TIES: 5.3.1 PER PLANTING DETAIL. 5.4 IMPORT SOIL OR TOPSOIL: 5.4.1 NATURAL FRIABLE SOIL POSSESSING THE SAME CHARACTERISTICS OF THE EXISTING SITI! SOIL. PROVIDE SOIL FREE FROM SUBSOIL, BRUSH, OBJECTIONABLE WEEDS, ROCKS, ORGANIC OR INORGANIC DEBRIS, AND CLAY. THE SOIL SHALL BE FREE OF ANY TOXIC SUBSTANCES ORGANIC . . OR INORGANIC, SOIL STERILANTS, SALTS; AND NO SOIL REMOVED FROM ROAD BED EXCAVATIONS. 5.4.2 THE CONTRACTOR SHALL FURNISH UPON THE REQUEST OF THE LANDSCAPE ARCHITECT A SOILS REPORT MADE FROM THE INTENDED IMPORT BY SOIL AND PLANT LABORATORY. SEE SECTION 5-A OF THESE SPECIFICATIONS. THE REPORT SHALL INCLUDE PH, N.P.K. SAR, ECE, BORON LEVELS, AND SOIL PARTICLE EVALUATION. ANY SOILS IMPORTED TO SITE AND FOUND TO BE UNSUITABLE BY THE LANDSCAPE ARCHITECT SHALL BE REMOVED FROM THE SITE AND REPLACED WITH AN APPROVED SOIL AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL PAY ALL EXPENSES FOR SOIL TESTING OF IMPORT MATERIALS. 6. INSTALLATION 5.1 SCHEDULING: PLANTING SHALL NOT COMMENCE UNTIL COMPLETION OF ALL CONSTRUCTION WORK, GRADING, SOIL PREPARATION, WEED CONTROL AND SPRINKLER INSTALLATION. ALL CONTAINER STOCK SHALL BE SPOTTED ON-SITE BY THE CONTRACTOR PER PLANS PRIOR TO PLANTING. PLANT PITS SHALL NOT BE EXCAVATED UNTIL THE REVIEW OF PLANT LOCATIONS BY THE LANDSCAPE ARCHITECT. 6.2 SOIL PREPARATION: 6.2.1 IRRIGATE SITE NORMALLY FOR TWO WEEKS TO GERMINATE WEEDS. APPLY CONTACT HERBICIDE PER MANUFACTURER. REPEAT PROCESS IF REQUIRED BY LANDSCAPE ARCHITECT. 6.2.2 APPLY SOIL AMENDMENTS AS SPECIFIED, EVENLY AND AT THE SPECIFIED APPLICATION RATES. 6.2.3 ROTOTILL TOP 6" OF SOIL TO A LOOSE AND FRIABLE CONSISTENCY. 6.2.4 FINISH GRADE TO CONTOURS AND SPOT ELEVATIONS SHOWN ON PLANS. 6.2.5 AT TIME OF PLANTING, ALL AREAS TO BE PLANTED OR SEEDED SHALL BE FREE OF STONES, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER 1' IN DIAMETER OR LARGER AND SHALL BE FREE FROM ALL WIRE, PLASTER, OR SIMILAR OBJECTS THAT WOULD BE HINDRANCE TO PLANTING OR MAINTENANCE. 6.2.6 SLOPES STEEPER THAN 3:1 SHALL BE RAKED SMOOTH, BUT SHALL NOT RECEIVE SOIL AMENDMENTS (EXCEPT IN PLANT PITS, IF ANY); UNLESS SPECIFIED ON THE PLANS. 6.3 LANDSCAPE FINISH GRADING: 6.3.1 FINISH GRADING AFTER SOIL PREPARATION SHALL ESTABLISH FINAL FLOW LINES ANO GRADIENTS FOR UNIFORM WATER DRAINAGE!. FLOWLINES AND GRADIENTS SHALL BE ESTABLISHED FROM THE HIGH POINT TO THE DRAINAGE OUTLET OR AN INLET STRUCTURE. 5.3.2 FINIS.H GRADE FOR ALL LAWN AREAS SHALL BE 1" BELOW SIDE::WALKS AND CURl3S, EXCEPT AT LOCATIONS THAT DRAINAGE WATER WILL FLOW ONTO OR ACROSS HARDSCAPE, CURBS OR PAVING. AT THESE CONDITIONS, THE GRADE SHALL BE FLUSH OR NOT MORE THAN 114" BELOW HARDSCAPING. FINISHED GRADES SHALL BE OF UNIFORM SLOPE AND GRADE BETWEEN POINTS OF FIXED ELEVATIONS OR ELEVATION CONTROLS, AND FROM SUCH POINTS ESTABLISH GRADES. 6.3.3 ALL FINISH GRADES SHALL BE FLOATED TO ASSURE A UNIFORM SURFACE WITHOUT IRREGULAR DIPS OR RIDGES. ALL TURF AREAS SHALL BE FLOATED WITH A MINIMUM 4' WIDE FLOAT AND GRADED AWAY FROM THE ESTABLISHED FLOWLINE. ROLL ALL PROPOSED TURF AREAS AND REFLOAT TO ELIMINATE DEPRESSIONS. 6 3.4 CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL PLANTING AREAS TO FINISH GRADE AFTER SOIL PREPARATION WHICH SHALL l3E 1" BELOW PAVING AND CURBS OR A$ NOTED BY SPOT ELEVATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO MAINTAINING CONTINUOUS AND EVEN FLOWLINES, AND DRAINAGE AWAY FROM STRUCTURES, TO DRAJN INLET OR OUTLETS. GRADES SHALL aE ESTABLISHED TO DRAIN ALL WATER AWAY FROM STRUCTURES BEHIND WALLS. WHEN DRAINAGE IS DIFFICULT TO ACHIEVE!, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST A SOLUTION BEFORE CONTINUING. GRADE IN SHRUB AREAS SHALL BE ESTABLISHED PRIOR TO PLANTING TO ENSURE PROPER FINAL PLANTING HEIGHTS. 6.3.5 ALL FILL AREAS AND CONSTRUCTED BERMS OR MOUNDS SHALL BE COMPACTED IN EVEN LEVELS TO A MAXIMUM COMPACTION OF 80%. 6.4 SPACING: WHEN PLANT MATERIAL IS SPACED IN ROWS, THE TOTAL DIMENSION SHALL BE VERIFIED AND THE PLANTS EQUALLY SPACED WITHIN THE DESIGNATED AREA. WHEN PLANT MATERIAL IS SHOWN IN A LOOSE PATTERN, THE CONTRACTOR SHALL SPACE THE MATERIAL AS SHOWN ON PLANS OR AS DIRECTED BY LANDSCAPE ARCHITECT. GROUND COVER MATERIAL SHALL BE: TRIANGULARLY SPACED PER DIMENSIONS INDICTED ON PLANS (WHERE APPLICABLE). 6.5 PLANT PITS: PLANT PITS SHALL BE DUG WITH LEVEL BOTTOMS WITH WIDTHS AND DEPTHS AS SHOWN IN DETAIL DRAWINGS. PIT$ FOR TREES SHALL BE DUG SQUARE. FILL PITS WITH WATER AND ALLOW TO DRAIN OUT. PLANT HOLES DUG BY AUGER METHOD WILL BE ACCEPTABLE, BUT SHALL HAVE SIDE WALL ROUGHENED OR SQUARED WITH A SHOVEL SLICK PIT WALLS CAUSED BY AUGER/NG IN TOO WET SOIL WILL NOT BE ACCEPTED FOR PLANTING. 6.6 REMOVAL FROM PLASTIC CONTAINERS: ALL CONTAINER STOCK SHALL BE REMOVED FROM CONTAINER IN SUCH A WAY AS TO NOT DISTURB THE ROOT BALL. TAP CONTAINER AROUND ALL SIDES AND BOTTOM TO LOOSEN SOIL FROM CONTAINER. TURN CONTAINER UPSIDE DOWN AND CAREFULLY SLIDE OUT WITHOUT PULLING ON THE PLANT STEM OR TRUNK. ROOT BALL SHALL BE SUFFICIENTLY MOIST TO PREVENT DISTURBANCE OF ROOTS UPON REMOVAL OF THE CONTAINER. 6.7 HANDLING: NO PLANT MATERIAL SHALL BE PLANTED IF THE BALL IS BROKEN OR CRACKED EITHER BEFORE OR DURING THE PROCESS OF PLANTING. 6.8 SETTING: PLANTS SHALL BEAR SAME RELATION TO SOIL LEVEL WHEN PLANTl=D AS THEY DID WHEN IN CONTAINER. EACH PLANT SHALL BE PLACED IN CENTER OF PLANT PIT. NO PLANTING SHALL OCCUR DURING WJ;:ATHER CONDITIONS WHICH ADVERSELY AFFECT PLANT MATERIAL OR WHEN SOIL IS IN A MUDDY CONDITION. 6.9 PIT BACKFILL PROCEDURE: 6.9.1 PLACE AGRIFORM 21 GRAM PLANT TABLETS IN BOTTOM OF PLANT PITS, ADHERING TO THE PLANTING NOTES. 6.9.2 BACKFILL PIT WITH BACKFILL MIX HALF-WAY TO FINISH GRADE AND WATER THOROUGHLY. 6.9.3 BACKFILL TO FINISH GRADE. BACKFILL MIX SHALL BE TAMPED FIRM, AND A SHALLOW BASIN FORMED AT PERIMETER OF PLANT PIT TO HOLD ENOUGH WATER TO SATURATE THE ROOT BALL AND BACKFILL MIX. 6.9.4 WATER IMMEDIATELY TO SATURATE ENTIRE ROOT BALL AND BACKFILL. 6.9.5 REMOVE WATERING BASINS PRIOR TO HYDROSEEDING (IN LAWN AREAS ONLY). 6.10 TREE STAKING: STAKE ALL TREES AS SHOWN IN DETAILS. DRIVE STAKES INTO FIRM SOIL NEXT TO ROOT BALL AND BACKFILL WITH PREPARED SOIL MIX. TREE AND STAKES SHALL BE VERTICAL IN ALL CASES. ONE GALLON AND LINER TRl=ES SHALL BE PLANTED WITH STAKE REMOVED, UNLESS OTHERWISE DIRECTED. 6.11 FLATTED GROUND COVER: 6.11.1 ROOTED CUTTINGS SHALL SE PLANTED SUFFICIENTLY DEEP TO COVER ALL ROOTS AND SPACED AS SPECIFIED ON LANDSCAPE PLAN. 6.11.2 GROUND COVER PLANTS (ROOTED CUTTINGS) SHALL HAVE BEEN GROWN IN FLA TS AND SHALL REMAIN IN THOSE FLATS UNTIL TIME FOR TRANSPLANTING. AT TIME OF TRANSPLANT/NG, THE FLAT SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT THE SOIL DOES NOT FALL APART WHEN LIFTING PLAN ST FROM FLAT. EACH PLANT SHALL BE PLANTED WITH IT$ PROPORT/ONA TE AMOUNT OF THE FLAT SOIL IN A MANNER THAT WILL ENSURE A MINIMUM OF DISTURBANCE TO THE ROOT SYSTEM. 6.11.3 ROOTED CUTTINGS SHALL NOT Be ALLOWED TO DRY OUT BEFORE OR WHILE BEING PLANTED. WILTED PLANTS SHALL NOT BE ACCEPTED. 6.11.4 AT TIME OF PLANTING ALL GROUND COVER PLANTS, THE EARTH AROUND EACH PLANT SHALL BE FIRMED SUFFICIENTLY TO FORCE OUT ALL AIR POCKETS. 6.11.5 EACH GROUND COVER PLANT SHALL BE PLANTED WITH A MINIMUM OF ONE 5 GRAM 20·15-5 PLANT TABLET ADJACENT TO ROOT ZONE. 6.12 MULCHING: WHEN PLANTING OPERATIONS ARE COMPLETE AND SHRUB AREAS HAVE l3EEN RAKED ANO DRESSED, MULCH ALL SHRUB ANO TREE WATERING BASINS WITH A 1" LAYER OF GROUND FIR BARK (0 • 114" SIZE). DO NOT MULCH PLANTED GROUND COVER AREAS PRIOR TO PLANTING GROUND COVER OR HYJ)ROSEEDING. DO NOT MULCH TREES IN TURF ARlaAS. ALL NON-TURF PLANTING AREAS LESS STEEP THAN 3:1 SHALL RECEIVE A 3" THICK LA YER OF MULCH. SUBMIT SAMPLE TO CITY INSPECTOR FOR APPROVAL PRIOR TO BULK DELIVERY TO THE JOB SITE. 6.13 QUANTITIES: IN ALL CASES, QUANTITIES OF PLANT MATERIAL SHALL l3E FURNISHED AS NEEDED TO COMPLETE WORK AS INDICATED ON DRAWINGS, INCLUDING RESEEDING, REDRESSING, AND MAINTENANCi; (REPLACEMENTS) DURING THE CONTRACT PERIOD. 6.14 PROTECTION: THE CONTRACTOR SHALL CAREFULLY AND CONTINUOUSLY PROTECT ALL AREAS INCLUDED IN THE CONTRACT, INCLUDING LAWN AREAS, PLANT MATERIALS, SUPPORTERS, ETC., UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER OR HIS REPRESENTATIVE. 6.15 CLEAN-UP: AFTER ALL PLANTING OPERATIONS ARE COMPLETED, CONTRACTOR SHALL REMOVE ALL TRASH, EXCESS SOIL, EMPTY PLANT CONTAINERS, OR OTHER ACCUMULATED DEBRIS FROM THE SITE AT NO EXTRA COST TO OWNER. CONTRACTOR SHALL REPAIR ALL SCARS, RUTS, OR MARS IN AREA CAUSED BY WORK OPERATIONS. AREAS SHALL BE LEFT IN A NEAT AND ORDERLY CONDITIONS. 6.16 INSPECTIONS (PLANTING PHASE): 6.16.1 CONTRACTOR SHALL GIVE FORTY-EIGHT HOURS NOTICE AND SET APPOINTMENT FOR ALL REVIEWS BY THE LANDSCAPE ARCHITECT. 6.16.2 REVIEW BY OWNER AND LANDSCAPE ARCHITECT AND CITY INSPECTOR SHALL BE SCHEDULED FOR THE FOLLOWING OPERATIONS: A. REVIEW OF FINISH GRADING B. REVIEW OF ALL PLANT MATERIAL PRIOR TO PLANTING. C. TREE AND SHRUB PLACEMENT PRIOR TO DIGGING HOLES. D. REVIEW OF GROUND COVER LINES AND MOW CURB PRIOR TO PLANTING. E. START OF MAINTENANCE PERIOD/ACCEPTANCE OF INSTALLATION. F. FINAL ACCEPTANCE AT END OF MAINTENANCE PERIOD. 6.16.3 REVIEW SHALL BE CALLED FOR AT END OF ALL PLANTING OPERATIONS FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH PLANS AND SPECIFICATIONS, INTENT, WORKMANSHIP, AND CLEAN-UP. CONTRACTOR SHALL SECURE WRITTEN VERIFICATION OF REVIEW DATA, ANY CORRECTIONS REQUIRED TO WORK, AND LIMITS OF REVIEWED AREAS BEFORE BEGINNING THE DESCRIBED ESTABLISHED WORK. 6.16.4 IN THE EVENT THE CONTRACTOR REQUESTS INSPECTION OF WORK, AND SAID WORK IS SUBSTANTIALLY INCOMPLETE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OWNER'S COSTS. 6.17 OMIT 6.1 B GUARANTEE: 6.18.1 ALI. SHRUBS, GROUND COVERS, AND LAWN AREAS SHALL BE GUARANTEED AS TO GROWTH AND HlaALTH OF A PERIOD OF NINETY DAYS AFTER FINAL ACCEPTANCE BY THE OWNER OR HIS REPRESENTATIVE; ALL TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 6.18.2 PLANTS WHICH DIE OR LOSE MORE THAN 30% OF THEIR ORIGINAL LEAVES SHALL BE REPLACED UNDER THIS SECTION. 6.18.3 THE CONTRACTOR, WITHIN FOURTEEN DAYS OF WRITTEN NOTIFICATION BY OWNER. SHALL REMOVE AND REPLACE ALL GUARANTEED PLANT MATERIALS WHICH FOR ANY REASON FAIL TO MEET THE REQUIREMENTS OF THE GUARANTEE. ALL PLANT MATERIAL REPLACED SHALL BE GUARANTEED FOR THE ORIGINAL PERIOD, STARTING FROM THE DATE OF REPLACEMENT. "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 2/01/01 •• H O w AR D: : DRAl"lN BY: "'-/MM/JE~ • ♦ J06 NUM6ER. 2100,;;6 • ♦ ♦ A s s O C I A T E s • • ♦ • t landscape architecture FILI;, Rl;;Vl5ION5, rla HIIII 88110 rio aan dlcg11 drive-ault11 56a a11.n die;11 ca 92108 619 7J8 %00 P.E. EXP,---- REVIEWED BY: INSPECTOR " 6.19 ESTABLISHMENT PERIOD: 6.19.1 CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL AREAS INCLUDED IN THE CONTRACT DURING THE PROGRESS OF THE WORK, THROUGH THE ESTABLISHMENT PERIOD, AND UNTIL FINAL ACCEPTANCE OF THE WORK. 6.19.2 THE ENTIRE PROJECT SHALL BE MAINTAINED IN A SATISFACTORY CONDITION FOR A PERIOD OF NINETY CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF IRRIGATION AND LANDSCAPE PLANTING WORK HAVE BEEN COMPLETED AS SPECIFIED IN THE FOREGOING ARTICLES OF THESE SPECIAL PROVISIONS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT, AND UPON THOROUGH GERMINATION OF THE HYDROSEED AREAS AS DETERMINED BY THE LANDSCAPE ARCHITECT. 6.19.3 ESTABLISHMENT WORK INCLUDES ALL MOWING, WATERING, WEEDING, RESEEDING, MULCHING, CULTIVATING, SPRAYING, ANO TRIMMING NECESSARY TO BRING THE PLANTED AREAS TO A HEAL THY GROWING CONDITION, AND ANY ADDITIONAL WORK NEEDED TO KEEP THE AREAS NEAT, EDGED, AND ATTRACTIVE. 6.19.4 WATER GRASS UNTIL ACCEPTANCE OF WORK. THE AREAS SHALL BE KEPT MOIST, BUT NOT GLISTENING WET, UNTIL TIME FOR THE FIRST CUTTING OF GRASS. AFTER FIRST CUTTING, WATER LAWN TO MAINTAIN A THRIVING CONDITION, RESEEDED AREAS THAT DO NOT SHOW PROMPT GERM/NATION SHALL BE AGAIN RESEEDED AT TEN DAY INTERVALS. THE CONTRACTOR SHALL MAINTAIN THE LAWN AREAS UNTIL AN EVEN, CLOSE STAND OF GRASS HAS l3EEN OBTAINED AND FOR AT LEAST THIRTY DAYS. 6.19.5 DURING THE PLANT ESTABLISHMENT PERIOD, ALL PLANTS AND PLANTED AREAS SHALL BE KEPT WELL WEED-FREE AT ALL TIMES. WEEDS, DALLAS AND JOHNSON GRASS, AND BERMUDA GRASS SHALL BE REMOVED AND DISPOSED OF. PAY SPECIAL ATTENTION TO WATERING SLOPES PLANTED IN LAWN ON THE WINDWARD AND/OR SUNNY SIDE SO THAT LAWN WILL BE ADEQUATELY WATERED AT ALL TIMES. 6.19.8 THE LAWNS SHOULD BE EDGED WHENEVER NECESSARY. THE GRASS SHALL BE MOWED WITH SHARP AND ADJUSTED MOWERS BEFORE IT EXCEEDS 2' IN HEIGHT. THE GRASS WILL aE CUT TO NOT LESS THAN 1', AND DURING THE PERIOD OF MAINTENANCE, THE GRASS WILL NOT BE ALLOWED TO EXCEED 2• IN HEIGHT. 6.19.7 IMMEDIATELY AFTER THE FIRST CUTTING OF GRASS, WHEREVER A LAWN AREAS IS BOUNDED BY TREES OR SHRUBS, THE EDGE OF THE GRASS SHALL BE TRIMMED TO A NEAT ANO UNIFORM LINE AT A DISTANCE OF APPROXIMATELY 2' FROM THE TREES OR SHRUBS. WHERE MOW CURB EXISTS, TRIM TO MOW CURB. WHERE TREES OR SHRUBS OCCUR IN GRASS AREAS, THE GRASS SHALL BE TURNED UNDER AND NEATLY EDGED 18' AWAY FROM THE PLANTS. THE LAWN EDGES SHALL BE MAINTAINED A NEAT CONDITION UNTIL ACCEPTANCE OF THE WORK. 6.19.8 WORKMEN SHALL NOT BE ALLOWED TO WORK ON GRASS AREAS UNNECESSARILY BEFORE, DURING, AND AFTER SEEDING OPERATIONS. GRASS AREAS THAT HAVE BEEN DAMAGED OR COMPACTED SHALL BE RECUL TIVATED AND RESEEDED AT THE CONTRACTOR'S EXPENSE. 6.19.9 ANY DAY THE CONTRACTOR FAILS TO ADEQUATELY WATER, REPLACE UNSUITABLE PLANTS, WEEDS, AND OTHER WORK DETERMINED TO aE NECESSARY BY THE OWNER, WILL NOT BE CREDITED AS PART OF THE ESTABLISHMENT PERIOD. 6.19.10 DURING THE ESTABLISHMENT PERIOD, ANY PLANT INDICATING WEAKNESS OR PROBABILITY OF DYING, SHALL BE REPLACED BY THE CONTRACTOR AT HIS OWN EXPENSE. 6.19.11 ALL BASINS AROUND SHRUBS AND TREES SHALL BE MAINTAINED AT A FOUR INCH DEPTH THROUGHOUT ESTABLISHMENT PERIOD, UNLESS OTHERWISE INSTRUCTED BY THE OWNER OR HIS REPRESENTATIVE. 6.19.12 TREE STAKES WHICH FOR ANY REASON ARE DAMAGED OR RENDERED INADEQUATE FOR SUPPORT SHALL BE REPAIRED AND RESTORED TO THEIR ORIGINAL CONDITION. 6.19.13 CONSTANT DILIGENCE SHALL BE MAINTAINED TO DETECT THE PRESENCE OF DISEASE, INSECTS, AND/OR RODENT INFESTATIONS AND PROPER PREVENTATIVE OR CONTROL MEASURES TAKEN. 6.19.14 ALL SHRUBS AND TREES SHALL BE MAINTAINED IN THEIR NATURAL SHAPES. TALL OR SCRAGGLY BRANCHES SHALL ae TINNED OUT WHERE NECESSARY. IN NO CASE SHALL TREES OR SHRUBS BE TRIMMED BY HEADING OR SHEARING. ANY PLANTS SEVERELY PRUNED IN THIS MANNER SHALL aE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. B.19.15 ON THE 45TH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 16-6-8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.16 ON THE BOTH DAY OF THE ESTABLISHMENT PERIOD, ALL LAWN AND GROUND COVER AREAS SHALL RECEIVE TOP DRESSING OF 6 POUNDS OF 1 B-6·8 COMMERCIAL FERTILIZER PER 1,000 SQ. FT. 6.19.17 AT COMPLETION OF ESTABLISHMENT PERIOD, ALL AREAS INCLUDED IN THE CONTRACT SHALL BE SUBSTANTIALLY CLEAN AND FREE OF DEBRIS AND WEEDS. ALL PLANT MATERIALS SHALL BE LIVE, HEALTHY AND FREE OF INFESTATIONS. 6.19.18 ANY EROSION OR SLIPPAGE OF SOIL CAUSED BY WATERING SHALL BE REPAIRED BY THE CONTRACTOR AT HIS EXPENSE. 6.19.19 ALL WALKS, CURl3S, AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS, MUD, DUST, ANO STANDING WATER BY SWEEPING, MOPPING, OR HOSING DOWN AS REQUIRED TO MAINTAIN CLEANLINESS THROUGHOUT. 6.20 WRITTEN NOTICE: AT THE END OF SPECIFIED ESTABLISHMENT PERIOD, THE CONTRACTOR SHALL REQUEST FINAL INSPECTION BY LANDSCAPE ARCHITECT FOR FINAL ACCEPTANCE. ALL ITEMS OF MAINTENANCE ESTAl3LISHMENT PERIOD AND SPECIFICATIONS ARE SUBJECT TO FINAL APPROVAL BY THE OWNER. AFTER FINAL ACCEPTANCE IS GRANTED, CONTRACTOR SHALL PRESENT WRITTEN NOTICE TO THE OWNER THAT HE HAS COMPLETED THE REQUIRED MAINTENANCE, AND THAT ANY FURTHER MAINTENANCE WILL BE THE RESPONSIBILITY OF THE OWNER. END OF SECTION SECTION IV.E -CITY OF CARLSBAD LANDSCAPE MANUAL SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREMENTS E.3-1 SLOPE PLANTING E 3-1.1 SLOPE PLANTING STANDARDS SLOPES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HEREIN SHALL BE TREATED WITH ONE OR MORE OF THE FOLLOWING PLANTING STANDARDS: A. STANDARD #1 -COVER CROP/STRAW MAT COVER CROP SHALL BE A SEED MIX TYPICALLY MADE UP OF QUICK GERMINATING AND FAST COVERING GRASSES, CLOVERS, AND/OR WILD FLOWERS. SUBMIT THE SPECIFIC SEED MIX FOR CITY APPROVAL PRIOR TO APPLICATION. THE COVER CROP SHALL BE APPLIED AT A RA TE ANO MANNER SUFFICIENT TO PROVIDE 90% COVERAGE WITHIN THIRTY (30) DAYS. TYPE OF STRAW MAT SHALL BE AS APPROVED BY THE CITY AND STAKED TO THE SLOf'I: AS RECOMMENDED BY THE MANUFACTURER. STRAW MAT SHALL BE REQUIRED WHEN PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15. DURING THE REMAINDER OF THE YEAR, THE COVER CROP AND/OR STRAW MAT MAY BE USED. B. STANDARD #2 · GROUND COVER ONE HUNDRED (100%_ PERCENT OF THE AREA SHALL BE PLANTED WITH A GROUND COVER KNOWN TO HAVE EXCELLENT SOIL BINDING CHARACTERISTICS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE FULL COVERAGE WITHIN ONE YEAR). C. STANDARD #3 -LOW SHRUBS LOW SPREADING WOODY SHRUBS (PLANTED FROM A MINIMUM OF 2-314 INCH LINERS) SHALL COVER A MINIMUM OF SEVENTY (70%) PERCENT OF THE SLOPE FACE (AT MATURE SIZE). D. STANDARD #4-TREES AND/OR LARGE SHRUBS TREES AND/OR LARGE SHRUBS SHALL BE (PLANTED FROM A MINIMUM OF 1 GALLON CONTAINERS) AT AMIN/MUM RATE OF ONE (1) PER TWO HUNDRED SQUARE FEET. A. 3 FEET OR LESS IN VERTICAL HEIGHT AND ARE ADJACENT TO PUBLIC WALKS OR STREETS REQUIRE AT A MINIMUM STANDARD #1 (COVER CROP AND/OR REINFORCED STRAW MAT IF PLANTING OCCURS BETWEEN AUGUST 15 AND APRIL 15). B. 4 FEET TO 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, AND #3. C. IN EXCESS OF 8 FEET IN VERTICAL HEIGHT REQUIRE STANDARDS #1, #2, #3, AND #4. E.3-1.2-2 SPECIAL CONDITIONS E.3-1.2-2.1 AREAS GRADED FLATTER THAN 6;1 REQUIRE STANDARD #1 (COVER CROP) WHEN THEY HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS: A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS WITHIN 6 MONTHS OF COMPLETION OF ROUGH GRADING. B. A POTENTIAL EROSION PROBLEM AS DETERMINED BY THE CITY. C. IDENTIFIED BY THE CITY AS HIGHLY VISIBLE ARl;AS TO THE PUBLIC OR HAVE SPECIAL CONDITIONS THAT WARRANT IMMEDIATE TREATMENT. SECTION IV.F • CITY OF CARLSBAD LANDSCAPE MANUAL F.3-1 CONDITION A-MANUFACTURED SLOPE FIRE PROTECTION PERTAINS TO MAN MADE SLOPES ABUTTING HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C.1 SECTION A-1 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF STRUCTURE($). 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. IRRIGATED. SECTION A-2 -MEASURE HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION A-1. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. NO TREES ALLOWED. 3. IRRIGATED SECTION A-3 -MEASURED OUTWARD FROM THE OUTLYING EDGE OF A-2 TO INCLUDE THE REMAINDER OF THE AREA BETWEEN SECTION A-2 AND HIGH RISK FIRE AREAS AS DESCRIBED UNDER SECTION II C. HORIZONTAL DISTANCE FROM THE STRUCTURE($) TO UNTREATED HIGH RISK AREAS SHALL NOT BE LESS THAN 60'. 1. PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ARE ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED.RASS A F.3-2 CONDITION B-NATIVE SLOPES-WILDLAND FIRE SUPPRESSION PERTAINS TO AREAS WHERE REMOVAL OF ENVIRONMENTALLY SENSITIVE NATIVE VEGETATION IS RESTRICTED WITHIN THE FIRE SECTIONS. SECTION B-1 -MEASURED 20' HORIZONTALLY FROM THE OUTLYING EDGE OF THE STRUCTURE($) TOWARD THE ENVIRONMENTALLY RESTRICTED AREA AS DEFINED BY THE CITY. 1. REMOVAL OF "HIGH FUEL AND MODERATE HAZARD SPECIES' AS LISTED IN APPENDIX F.1. 2. PLANTING WITH GROUND COVER OR LOW GROWING SHRUB SPECIES (LESS THAN 3' IN HEIGHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES OR AS OTHERWISE REQUIRED BY THE CITY. 3. NO TREES OR SHRUBS ALLOWED. 4. IRRIGATED. SECTION B-2 -MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF B-1. 1. REMOVAL OF "HIGH FUEL SPECIES' LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 60% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. REPLANTING WITH NATURALIZING LOW FUEL SPECIES. 4. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED, 5. IRRIGATED. SECTION B-3-MEASURED HORIZONTALLY 20' OUTWARD FROM THE OUTLYING EDGE OF SECTION 8-2. THE OUTER EDGE OF B-3 SHALL EXTEND HORIZONTALLY TO A POINT AT LEAST 60' FROM STRUCTURES. 1. REMOVAL OF "HIGH FUEL SPECIES" AS LISTED IN APPENDIX F.1. 2. REMOVAL BY SELECTIVE PRUNING OF UP TO 40% OF THE VOLUME OF THE "MODERATE FUEL SPECIES" AS LISTED IN APPENDIX F.1. 3. TREES AND LARGE TREE FORM SHRUBS (E.G. OAKS, SUMAC, TOYON) WHICH ARE BEING RETAINED SHALL BE PRUNED TO PROVIDE CLEARANCE EQUAL TO THREE TIMES THE HEIGHT OF THE SURROUNDING UNDERSTORY PLANT MATERIAL OR 6', WHICHEVER IS HIGHER. DEAD AND EXCESSIVELY TWIGGY GROWTH SHALL ALSO BE REMOVED. 4. NON-IRRIGATED. APPENDIX F (VI.F) • CITY OF CARLSBAD LANDSCAPE MANUAL. NATIVES ADENOSTEMA FASCICULATUM • CHAMISE ARTEMIS/A CALIFORN/CA -CALIFORNIA SAGEBRUSH ERIOGONUM F ASCICULA TUM. BUCKWHEAT SALVIA SPECIES-SAGE DOMESTICS ACACIA SPECIES -ACACIA CEDRUS SPECIES • CEDAR CUPRESSUS SPECIES -CYPRESS DODONAEA VISCOSA -HOPSEED BUSH EUCALYPTUS SPECIES -EUCALYPTUS JUNIPERUS SPECIES -JUNIPER PENNISETUM • FOUNTAIN GRASS PINUS SPECIES -PINE MODERATE HAZARD SPECIES HETEROMELESE ARBUTIFOLIA -TOYON MALOSMA LAURINA -LAUREL SUMAC QUERCUS DUMOSA-SCRUB OAK RHUS INTEGRIFOLIA -LEMONADE BERRY AYLOCOCUCUS Bl-COLOR-MISSION MANZANITA E.3-1.2 AREAS OF APPLICATION (PLANTING) E.3-1.2.1 SLOPES -6:1 OR STEEPER ANO: 1---l----+------------lr--___J. _ _J__---!.-____J ur] CIT1LA2EG £t~~TBAD ~ U=LJ DATE DATE BENCHMARK: DESCRIPTION: STANJ)ARO Al-10 STREIT CEN![RUNE #ELL MONUMENT LOCATION: C[Nl[RUNE OF a CAMINO R[Al AT ENGINEER'S STATION 454f92 PD? R.S 1800-f RECORD FROM: COUNTY B[NCH lf'lf:LS (Na COUNTY 'lf:RT. CONTROL OATA) ELEVATION: 68.479 DATUM: /J.SC. ct G.S: DATE INITIAi.. ENGINEER Of WORK DATE INITIAL DATE INITIAi. REVISION DESCRIPTION OTHER APPROVAi. CllY APPROVAL PLANTING SP[CIFICATIONS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES APPROVED j1.,;,{~ 4' ~:ft ~-'b -01 PLANNING DATE DWN BY: __ _ PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: CT 02-16 4JJ-6M CMIIJIO ........... , '""} I ) ' -,; I I I • i ....... . ,; !.:-__ ' , If ':1 :1. ! ii . ',1 I rl I •· I ·1 ' I \ I ' \ i \ \ I I -: /4/ / // / / / \ /11 I I KEY MAP NOTTO SC.ALE cy APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I CANNON ROAD I I • I I ------ ----. . ,;::; __ \.<_;':~'.,{: .. --_ ?t~7{>-- •">'', ,-_,. h-(~~j:<_ ,.,, ... ---. ; i '· PATE, 10/28/10:: HO w ARD:: ~ BY,G61MM/..E+f ! + .. A S SO CI AT ES 'i J0e ~, 2100.!16 'Ji ""' FILI:, * ,,, landscape architecture rl.11 2'> f .. 8880 rio aan dleJ!IO drlve suite ssa fl.11.n die1<1 co. 92108 619 'fl8 9660 REVISIONS, I ·{\ ( --..;_~ ~-. l I REVIEWED BY: tt~-~{1 · H~it INSPECTOR - DATE ! i I ------------------'. ------ ---- BENCHMARK: DESCR1PTION: STANDMD M-10 SlREET aNTElitllE IIEU IOUt/CNT LOCATION: CENlE/UIE <T El ~ REAi. AT ENQNEIR's STATKJN 46#92 POi N.S 1//00-1 \ I RECORD FROM: CWNTY /EJIOI lflElS {NO, CWNTY ',CRT. CCIITRa DATA) ELEVATION: 611._,79 DAllJIII: 11.S.C. .t GS. ------ CG CG r. ... JH [lj\TE INITW. ~ Of WOllllC: REVISION DESCRIPTION \ I / / I North 0 10' 20' i ! i Scale 1 = 20' SEE SHEET 2 FOR IRRIGATION SEE SHEET 17 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/1M)7 u[JI CITY OF CARISBAD II SHEETS I '4/15.'08 6/1Ml8 PLANNING DEPARTMENT 63 CONSTlltJCTION PlANS f'Oli: ROBERTSON RANCH ARTERIAL STREETSCAPES I =D l"t'._;~-{ ~ , ~l J± ,z-DA;'°I I DWN BY· 11 PROJECT NO. I DRAWING NO. l)jlT£ INITW. [lj\T£ INITW. CT 02-16 CJIHERll'f'fl/OVN., cnv-. ~HKO BY: 433-6M RVWD BY: CMWD \ KEY MAP NOTTO!cAi.f 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ----- DATE, 10126110 : :: HOWARD:: DRAl"IN BY, G6h+4/.EH J0e NJMeER, 2100.!16 -i?-ci ,, ASSOCIATES" ,, 0 ,, ,, landscape architecture Tia 2919 !11180 rio SIi.iL d.ei;:a dri'IC •uitc -350 Sall dh111 IOA 92l0II lil,;J 'i'l.8 -.0 <D CANNON ROAD ---- "AS-BUILT H REVIEWED BY: 11.:..k l ui-t:::lk-it INSPECTOR I ® BENCHMARK: DESCRIPTION: ST,WM/11) 11-10 STNEET CENTERlH IIE11 IIONIMNT LOCATION: CENTE1UE <£ EL CAMM1 REAL AT ENQNEIR'S STAT/a( 45#92 PETi R.S 1/!IOfrf RECORD FROII: CWNTY BENCH l.flfl.S (NO. CO/JNTY 1£/fl crNIRtx.. DATA} El.EVA TlllN: 6lJ. '179 lM TLII: U.S. C. ,t GS. CG , CG JH ,., - l».lE --Of'- I I I ' ··/ ' I I REMOVED MtCN/ CURB I \ REVISED ENTRY MONUMENTS REVISION DESCRIPTION MATCH LINES cESHEET11 -- I I I ,~:;_, ··,,·---·--~-~-~-~~::I • North Scale 1 = 20' SEE SHEET 3 FOR IRRIGATION SEE SHEET 18 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/15/07 rnJI CITY OF CARISBAD II SHEETS I 4115.'llll 61111108 PLANNING DEPARTMENT 63 -CONST'lltlCT10I PLANS f'Oli: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=D tt..:_.(-1 ~-E;;ll.~it /t-~-ID, DATE I OWN BY: 11 PROJECT NO. I DRAWING NO. l».lE -l».lE INITW. CT 02-16 O'IHEIIN'f'fffNN.. CITY-. ~HKD BY: 43.J-6M RVWD BY: CMWD __ -__ ' ---- -- 1 ,; r:; CANNON ROAD APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1012e,110 : : H O w A R D: ': ~ 6"r'' c::.6/MM/.211 4 ,I; .JOe NJMe!;R, 2I00-'6 w -¼ FILE, 11 ASSOCIATES• ,,, ,,, landscape architecture rl.a ~9L!I RRIIO ri" ••ri dlegc d;i.,e suHe 350 ,.._,,_ dies<> co. <J2108 619 718 - __ r-.-_,__J ~-:~--------v ----- ---- -·--· ---,._ . -----·-"'---~:....,S;cc.:--·-. S-BUILT " )0-30-lo DATE BENCHMARK: ll£SCRf'TIOH: STANIMRI) ~ 10 S1REET a:NTERUN£ /IEU JDIIMENT LOCATION: a:NlETUE fT fl CAot1N1 I/EN. AT £NCINEIR's STA"TTON 451+!12 PER H.S 1600-1 REVIEWED r: 11:J. >'f. l-JlAi: RECORD FROII: COIJNTY 8£NCH lflfl.S (NO. COUNTY ~T. CQ,/TROI. [M TA) INSPECTOR ELEVATION: 68.479 IMTUI: 11S.C. ~ GS. I = @ -- I I J I _J II '~ 1. I ,--..., ■ .lh._..._ ;::;;:::;::!;~:J: • I CANNON ROAD ""'·-:-,""' --·-j' North Scale 1 "' 20' SEE SHEET 4 FOR IRRIGATION SEE SHEET 19 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS CG 11115/07 u!JI CITY OF CARIBBAD II SHEETS I l---''t"---+~CG::'7--+---------------t-;;:41 61;;;;!::;;;;-t---t------r-, PLANNING DEPARTMENT _ 63 l--"'-'----+-'JH::..:_4--____________ -+..=.c..c=-=-+--+---t----1 llAlE INIIW. IIAIE -l»,lE --ENGINEER Of WORK REVISION DESCRIPTION OlHER-CITY-- CONST11t1CTION l't.ANS FOlf: APPROVED PI.MtNG IDWN BY-~HKO BY: RWID BY: ROBERTSON RANCH ARTER/AL STRE£TSCAP£S 11.:...- 11 [Z...~(o DATE PROJECT NO. I DRAWING NO. CT 02-16 _ 433-611 CMWO __ -__ _I -,t!'iliw---.._o _ __,.G I • I -- -- ,;=----~--=: ::;,)_===-~--··-~-•· -_ I ■, KEY MAP NOTT0£"'1.E 0 APPROVED FOR PLANTING \\ ~ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ \ \ \,\. -\" \ \,, \ \.\ .. . \ '\ \ I0/:2t>/IO:: HO w ARD:: ~ ~~::-: • " ,, A S S O C I A T E S ., FILE, REVISIONS, * " 1r ,.. landscape architecture rla 2919 8SSOrl0 1ll11. d.le.11O drive IUlte 350 aa.i:,. dUIC ca 92lD8 M9 7111 _, \ \ I L --------,-...., l 7 I i' z_. -- -------L CANNON ROAD 0 -- 1---. I .. ·-7 / -.,£-d· ----~ II 11---, ---- MA rcH LINE SEE SHEET 1~ GHTLINE 150 I I I I '~ \ , __ T I \ I I ---------------70--------- \ \ ' I \\ ' I "AS-BUILT H REVIEWED BY: 11~\~.u,,af- INSPECTOR I0-30 •10 DATE \ ' \ I I BENCHMARK: DESCRIPTION: STANDMO 11-10 S1REET C£NTE11UN£ IIElJ. IIIONI.IENT LOCATION: CEN'lERUE fT B. £:4MM7 REAL AT ENG1NEER'S STA TfON 4!H+92 PER llS 18()()-1 RECORD FROII: COtJNTY BENCH lEIElS (NO. COtJNTY IOll catmot DATA) ELEVATION: 611.~79 OAl/111: tl.S:G: ,t G.S: -~-- North Scale 1 = 20' SEE SHEET 5 FOR IRRIGATION SEE SHEET 20 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS ROBERTSON RANCH ARTERIAL STREETSCAPES 1----+---+---------------t-----,t------,r---i----------t I =D td:J q ' f:-J) _;* {t-~~-"' I Dt.TE NIW. ENGINEER OF WOIIK REVISION DESCRIPTION l-o-:O-TE __ __._INl!W._-+--~--..__INIIW.----11 = :~ --11 cTOJJ;r_ 16 I 4jJ~;; CMWO _-__ _ _;, ---~- I I KEY MAP. Roffo£,JU 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 151 DATE, 10/26/10 £4 {'l' 4 -~ ~ BY, G6h-lM/.8! JOe ~' 2!00.!16 ·.$-'$- % ~ FILE, - . - HOWARD:: '1 ASSOCIATES,,, " " landscape architecture rla 2919 &tie.Orio !I.II dleJIG drl.,e IUlte <150 1&11 die10 CII. 92l08 619 718 96f:i(I l'IIEVISIONS, ---- "AS-BUILT " P.1.,-...___- INSPECTOR k>·Y>·IO DATE LZ.· ~ . ,..,. DATE --, -------k---- ~- l I -- /I-"--"-H-r--------··+\ /---~ ------------1-L--:7-'"'~----------"I\/_. ___ .___ . ----···--------~···-·"·--- BENCHMARK: DESCRll'llON: STNCl4RO II-To Shift. I <LN1ERl.lNE IIEll IIOIUIEN7 l~llON: CVIDltE OF El CAMM'} 11£1,/. AT £11Q11£ER'$ ST,4'f1CN 45#!/2 PER ft.S TII00-1 R£CORO FROM: CQUNTY IIEIIOl lflEl.S {NO. COIJNTY 1€Rl CONTROi. DATA) ELEVATION: 68.47lfl DATIJII: U.S.C. ~ &S. i CANNON ROAD /1\ CG 1-i CG JH /6'. ... REIIIIEDENT"'1'~ lllllE --DGl&R OF.._ RE\IISION DESCRIPTION ------+-------------•· ' 4: 1 J -__L\ SEE SHEET 6 FOR IRRIGATION SEE SHEET 21 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/15,W rn 11 (;lty OF CARLSBAD 11 SHEETS 1 <11151111 8111/01 PLANNING DEPARTMENT 63 -CfJ/IISTRtJC110N l'tANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=D tI.:J:ll:r-~A tZ-· ~-le> I DATE I OWN BY· 11 PROJECT NO. 11w-;;1 lllllE --lllllE NIW. 01HDt M I ll!HAL C!lY-- CHKD BY: CT 02-16 RVWD BY: CMWD _-__ _ I 0o l -;_ J ---+---- ~ .... I tl1 ~ I ltJ Cl) !.U ~ -.I I rs ~ ~ I 1- _,,_....l //, 1 I ;, . ' -~ ' I ~ A / "\ / ' -~·------~~-------- KEY MAP NOTTOSGAU! 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE 1012e110:: HOWARD:: ~ ~~::-: -, , • A S S O C I A T E S " "' ,, .,, ,c· landscape architl!ecture . C .. A TION OF PLANTING AREAS. FILE: rla 2'9 l 'I ~IS.IONS, 8880 rio-e,u1 di~l(O d:rl"~ -IUlle l!iD ea.n dh&fl ~e. 9jl08 61~ il8 9'MO -·----- T " ' EXP. "ai (0 DATE REVIEWED BY· 11 :<:k-r G.r-f:.11.Jr INSPECTOR I bt) BENCHMARK: DESCRIPllON: SrAND,l//lfJ 11-10 STI/EFT CENTUil.lflE IIEl1 I/OIUENT LOCATION: CEN'/ERUE OF a G4ll!IMil AE4L AT EJIQNEEff'S STA 11ai 45#92 FEJf R.S 1lllltrf RECORD FROII: COIINTY 8£NCH J.ElllS (NO. COIINTY IO[ calrRa DATA} El[VIJlON: 68.-11' DAlU/1: 11.S.C. ti GS "' CG ti CG JH lllllE --DIGIIEEill OF WOfl( J: f CANNON ROAD ~ I .... ® t±J ~ w •151 1 ,r-r, Cl} . h / I I I / l_/L_ ~ --.I I n ® ~ I ~ North Stale 1 = 20' SEE SHEET 7 FOR IRRIGATION SEE SHEET 22 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/t5I07 u!ll CITY OF CARLSBAD II SHEETS I 41151118 &'16'1111 PL..ANNING DEPAATlilENT 63 CONS11ffJCT1fJN l'UNS FOIi: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=0iu I~-E:.)1~-ft [Z.. ;-~•o I I OWN BY· 11 PROJECT NO. I DR-'WlNG NO. lllllE --lllllE --CT 02-16 REVISION DESCRIPTION CHKD BY: OlHDI-CJIY-W-6M RVWO BY: CMWD ____ _ KEY MAP NOTTO 5GAL.! 0 / /, j I / -. ----- ----- I / -- A--;:~ ") / --g-vr-- s;'frZ D \ \ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1012e110 :: HOWARD:: 1'lltAl"N el', G6,'MW..et JOB N.Jl-eellt., 2I00.96 FILE, ICEVISIOH5, ;g. ,l;< .. ASSOCIATES,, ,. " landscape architecture rh l'll'!l SSIS01lo 9llD dtega drive suite .3-50 ■11-11. •eeaa c.11. 9:IIDB 619 718 966l) -- 21 COLLEGE Bl VD - 08L !;8Z \ "AS-BUILT ?~ ... ~ P.E. __: -= EXP. ::!t~1ln REVIEWED l' H:.i~. E:-ll~ INSPECTOR ' \ _,,_,~, " BENCQVARK: ll£SCRll'OON: STA,WH4!1 Jl-10 S1REFT CEN'/EIIUE IC>·W-10 /IElJ fKNIEIIIT LOCATION: CEN1EIIUE CT B. .CMl'i' Jl£Al DATE Al ul/t,llruJt'S STAllON ~+!12 mt R.S fl00-1 j"Z•2'· LO RECORD FROM: COUNTY 1/ENCH lllEZS (NO. cotNTY tER[ ctN11la DATA) DATE ELEVATION: 18.47' DA '1M: U.S. C • GS. f-' f-' 0,.1'[ ' / j ·, / I CG CG JH -ENCINttR OF W0IK ✓ I I l I I / y I ' / i ( J \ - AiclcNdeiiiiy ""'--Is Tlllil Around Ullllies - Ruler I d Trall r.1011 ID Top of Slape REVISION DESCRIPTION ,, .. - / I 1 -1 C / / (__) (/ -- ~ ,;) \ \ \ \ \ \ _,,j l I / \ ' \ \ ,-----// ( . ' ' I J j ! / ! I , f i i ' , I 1' I : ' ! i MATCH LINE SEE SHEET 35 North Scale 1 = 20' SEE SHEET 8 FOR IRRIGATION SEE SHEET 23 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/151117 LlrJI CITY OF CARLSBAD II SHEETS I 411511111 .. ,_ PLANNING D£PARTlolE:NT 63 ,dNSTINC110N !'WIS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=D f1_:_(,,~-~~1t° JZ..· ~-1=1 DATE IDWN BY· 11 PROJECT NO. I DRAWING NO. , Dt.lE INflllll. 00.'IE INITW. --cm-. CHKD BY: CT 02-16 433-6" RVWD BY: CMWO __ -_ \ -------- --- -----.... ----------------- -=--=-:_:=-----------~-·-··-------~------------------=:------····-----=-=-=====--------·-----~==:~ ------=~-=-=-------~ ----------~ ---------------------==~=§~~~~-=::----~~~---:::--~-~~~~ I=-_--_-_-_---=----=----------~---~ __ ::: __ ,_ ______ --_-=---=--=---=--===-===-=-=-=-=-=-=--===-=-=-=-=-=·=--_--=-=--=------============--=-=-·=--=--=--=------~~-~=-I!~?---= =:~--~~=-=~~-~----~~-_:_ __ =;-~,_-"--~~----_----=~---___ ::__-:_=-_:,,,, ' --_.-----~ :~------~ == ~--~~~=--~~ -~:~---~=~:--~ -, _§'--\-\-=~~-;=--=?~; '---=-~- ----------------------------~ --------------------·----------------------------~-------.J.--' -4-1.. ---------·--==-----_---_-----_-_-_-_-_-_-_-_-_-_-_-~-=~-~-::;-;:::--,;,-;-;~~===::;.-:---"\--~_.,..-- ,. ~- ---~---------- ----------, ~--:;,;__-:,__elt" ' _-., -~-- ___ -----,,,, __ _. I ' / I ' ~---, I ' ----I -' i c\ i, m (I) m m ii m ii ---- KEY MAP 10tto £.JJ..t 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 10/28/10 ,. '" ,i:_. -fl, ~ B'!', G6,I I l/.2H ~ ~ 4 J0e ~, 2100.!16 ½ '"1' FILE, ---- HOWARD:: * ASSOCIATES" ;, -,, landscape architecture rla 29I~ 111180~[<> 9ar, ,u,,go drire .... u, :t!'.O SMh dic1e CII. 9210:8 614 Tl!~ ~ISIONS, a=':"' I ! COLLEGE BL VD "AS-BUILT " 10-)Q-IQ DATE REVIEWED L' iLl s -t:Jl..it INSPECTOR BENCHMARK: D£SCIIPIION: Si'MfHWI' Jl-10 SlflEET CENlEJUE JEll fltOIIE}IT LOCATION: CDi'fEIIUE OF El QMII? liEAl AT Dr11f·V~ STARat "5H!/2 PER R.S fl/00-f RECORD FROII: COIJNTY /JD/QI lEIEl.S {NO. COIJNTY 'IERT. C(WTR(L /MT,f) El.E.VA110N: 66.~7' DAltM: ti.SC. 1k G:.S: CG Added Mln.tlNNs CG T ... AnlundU....• JH A I 1 I 1 •ra11 Fence lo Top of Slope --- J i8 frfrZ I North Scale 1 = 20' SEE SHEET 9 FOR IRRIGATION SEE SHEET 24 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 111'5!117 411511111 61111118 I 5'!!111 Citr OF CARl$BAD ,,~rn, U{_j _ PLANNING DEPARTMENT _ 63 CONSTlffJCTJ(JN 1'ANS FUii: ROBERTSON RANCH ARTERIAL STREETSCAPES l----+-+-------------t------;--;-----;r---1 I= /t.:..(:(G, E:.ll~-t\ EIIGUWl OF WCl9C REVISION DESCRIPTION I OWN BY· 11 PROJECT NO. ,_OlHDl_lllli_ll:~1.-, ~-.:....-_--:v-n:--~---1 = ~;--CT 02-16 CMWD __ -__ _ / \ \ \ \ KEY MAP NOTTO £ALE ◊ / ,I / ( I I ; / ' \ \ \ \ I I APPROVED FOR PLANTING ' ' \ ' \ \ AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 160 \ \ \ COLLEGE BL VD j \ \ \ \ I0/21>/IO:: HO w ARD:: ~ BY, C.h+V..l!t! DATE, JOB ~. :ZI00.!16 FILE, l'lteVl~ON5, ASSOCIATES" ,; ,;, " "' landscape architecture L -- \ -BUILT P.E. REVIEWED BY: r1.;lc( CJ • E:lH'\\ INSPECTOR n IO DATE DATE < JI, BENCHMARK~ OESCllPl10lt. STMf.Milll? 11-l(J S'IRUT CEN1EIUE IIEli. I/ONIJMOIT LOCATION: CEN1l1UI£ fT a OUIIM'1 IICAi. .AT lJIIQNEER'S ST.A 7/tli .f5#+92 PERIi.Sia../ RECORD FROM: CQlf7Y BENCH /.El£1S {NO. COIMTY WRr camtOt. DAT.A} lli.VATION: 68.411 tMTIJlt IJ.S.C. ,-~s. -- -- CG AddadEnn<--.. " CG ~TialAraund ~- JH ~ Tial Fe..oa kl Top d Slape ......... DOlE ---..---REVISION DESCRIPTION - ---- -- 0 I --_j $ ci :t. r--'Z m (J) m m Ii m -\ ~ '-I North 0 10' '20' 60' I & 1 =20' I SEE SHEET 10 FOR IRRIGATION SEE SHEET 25 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11/151117 ui_l I CITY OF CARISBAD 11 SHEETS I 41151111 &ltl/08 PLANt+ING DEPARTMENT 63 CYJIISTlflJCT1( !'WIS f'Olf: ROBERTSON RANCH ARTERIAL STREETSCAPES I =D 11.:.k..,1 s, ~l~fl: ,~~~-~ I OWN BY· 11 PROJECT NO. 117.u-;;j DOlE --DOlE --CT 02-16 --afVMIHCNtil.. CHKD BY: RVWO BY: CMWO vl ~ KEY MAP Mb I to £,lil1! 0 . -i:~~~i: .-; APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. I I I i \ ' - DATE, 10/28/10:: HO w ARD:: ~ BY,G6/t+V.Ef,,, , " A S SO CI ATES "' J0e r-ut-eellt, 2100.!16 4 ,J,,, FILE, ~ *· landscape architecture Tl■ sl:1119 8880-r:io """ die&n drl"" •ult~ .350 •■n d.iel■ ca 9:.IL08 EiHI 718 'MIO ltEVISIONS, •. ~1 •. ' \~.., \ \ \ --,----- "AS-BUILT " ~ a ►2..PkC) IP·¥>· 10 P.E~ EXP. :a./>du DATE RE\IIEWED ·B'f n;.k4Gr:, f::\l..;,fr INSPECTOR BENCBMARJ; DESCRIPIION: ST.W.1111£' Jl-10 STREET COl'/ClflJNE IElJ. fllONtllllOIT LOCATION: COllEI/UE <T El. G:11N' lfEM. A 7 W':i. STA 1ICW -15H-12 POf/1.Sl~I RECORD FROII: caNTr IJENO( lEWlS (NO. COIJNrY ICRT. canRa. DATA} El.EW,TIIIN: 6447' DA 7Ult 11.S.C. • GS. [:/ LI I \ ! I I ---· .. ·---------~~----- Zl ---- IT\ CG CG µ ~ JH , ... ... AEWIEDENT!ff-..ENTS l».TE NIW.. I '{~ i \ -\ ~~\ I I \ ' \ ~"" \ I ______ if _,.,, .. -' ------------' --___ .,.,.-?C/1.--1" ~ --. ~. • ,I .,-·~ ' ' f ~ r-, 1'~ ~~ s ~~· _, ;_l~I ~:::- 'Q- • 0 10' 2f1 North 60' 84 I 1 =20' 7 SEE SHEET 11 FOR IRRIGATION SEE SHEET 26 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS 11MMJ7 uf. II (;ffY OF CARISBAD II SHEETS I 411MJI .,, ... PLANNING DEPARTMENT 63 -C(JNSTTf()C'T1( Pl.ANS F1Jff: ROBERTSON RANCH ARTERIAL STREETSCAPES 1=0 11.::.i 1~, E::.)j ~ I rz .. -~.,c DATE l».TE NIW.. l».TE NIW.. PROJECT NO. EIIGIIIEEk OF WOiie: REVISION DESCRIPTION O"IH[lt--art NI IICNN... I OWN lfi'· ~HKD BY: RVWD BY: 11 CT 02-16 IIW6MI CMWD __ -_ ' KEY MAP NOttosou 0 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. \ ... \ I '\\ I -- I I DATE, 1012&110 :: HOWARD:: DRAil'IN .,.,, ' G6t1+1/..2H ½ J0e NJMl!le!lt., 2100.96 ½ FILE, . IIU:YISIONS, .. ,. ASSOCIATES .. ,. " L landscape architecture rh 29 l !f ) I ' I I I I I I I I ~ / II I J fr I I ! "AS-BUILT " REVIEWED BY: /'f.-..L-( 4,et At INSPECTOR .::a.,10-'IO-IQ DATE l't.,-:,. ·\O DATE - I ' ' ' _l ____ _L __ r•, c I L t Hill TOP STREET BENCBMARJ: OCSCRIPOOII: STMII Mil Jl-10 S111£ET CEN1ERUNC IEl.l WJIIMDIT LOCATION: CEN1EIIUI£ fT El G1111Wl IIEAL AT Dt->tt!V~ STA'flfM -15#92 PER lf.S fll(J(}-T RECORD FROII: txUITY l1ENCH lRELS (Na txUITY IER[ catwta DA TA) Elf.VATION: fJIJ.~79 DARIii: tJ.S.C. ,t GS. Al > ' North 60' SEE SHEET 12 FOR IRRIGA Tl SEE SHEET 27 FOR PLANTING SEE SHEET 41 FOR CONSTRUCTION LEGEND & NOTES SEE SHEET 42 FOR CONSTRUCTION DETAILS CG iiMMIT I s~:r 'I trrr OF CARLSBAD II SHEETS I l----'¥---+-CG=::JH:--t------------tZ;;:;~=~t-----1t---t------1 ~-PLANNING DEPARTMENT _ 63 I-'"':._-----1_:---_-=-:= ... ~⇒~REVISED~~~~E:-::N"-'T=lh=· ~=c-=cONl':;:::IMlc,=;El~.ns:;===========⇒:::w=-==::===~:====~===: ric;;;OO~llM,~-TION~PWIS~~FOlt:~.~======-===; O.lE -- UWER OF WOMC REVISION OESCRlf>TION ROBERTSON RANCH ARTERIAL STREETSCAPES .... __ o._n: ___ ~----°"-lE~----1 ~ ~~ --11 un"IE.n CtTY .4 PJtCfWllt. . "Y""U •. PROJECT NO. CT 02-16 i CMWD __ -_ 11 I L 2'-10' 15'-0'' TYP. IRfl LIS PLAN 0 0---------------G 2-10' TYP. 22'-0" 6US STOP PLAN ,5'-0' l'-0" l'-0" TYP l'-2" 10'' TYP 1 r r r r ill IL () _j \fl it<. N C.LEA"1. ADA 2'-0" -(D i' "' Q I!) @J w C Cl N lf\ ;- (i) 6X6 D<= POST -CHAMFER TOP I" @ 45 DE&REES @) 6Xl2 D"' BEAM -BOLT THROU6H @ 0 0ST V'I/ (2) 3/4" HEX BOLTS -BEAM ENDS TO H,ATG--1 -.,;OIST Et--.DS @ 4Xl2 DF JOIST-BOLT THROU6H @ POST V'I/ (2) 3/4" HEX BOLTS -CHAMFER JOIST ENDS @ 45 DE6REES FROM CENTER OF V'IOOD ME"1BER @ 4X6 DF RAFTER @ 12" 0 G -RArTER ENDS TO MATCH JOIST ENDS @) IXB D.F. PLANT-ON@ PILASTER GA0 -ALL (4) SIDES -TYP. EACH POST -HITER CORNERS @ SIMPSON GB66 COLUMN BASE G) IB" STONE CAP ,:lJ STONE FASCIA TO IV'ATCH ARCHITECTURE @) FINISH 6RADE @ 6' LONG BENG--1 @ TRASH REGEPT AGLE (g) SIDEV'IALK -PER GONSTRUGTIO"J PLANS (@) 12" SQ. CHU -6ROUT FILL ALL CELLS ~ 16" SQ. CHU -6ROUT FILL ALL CELLS ·'.@ #4 REBAR VERTICAL @ GONCRET::: FOOTIN6 V'IITH #4 REBAR V'IRAP QJ) MORTAR FILL FOR BAT"'."ER r-- -A u, TYF. 2'-6" 0 '--7L-7r""71+=~----(5 -® ----0) B_,, RAFTER END (~)Busstoe APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, FILE, REVISI0NS, 2/01/01 ll■IIDsu, ••n llle10 drt .... aulte 350 ••• dlcaG ca 921011 61!1 7ll Wilill SIDE El EYATIQN NOTTO SCALE "AS-BUILT " (', I --) r • ) IO-~-IO / r - £ P,L, ... ~ EXP.~ '2 If 11 DATE REVIEWED BY: h'..::J:.~ ~-~\..Jt rz.-~-,a INSPECTOR DATE ~NOTI:5 I. THE ~TOR SHALL """"11:GT ALL EXl5TIN6 cote~TION l"IIOM C,AMA6E, ANCI SHALL !Q!l"Al!ll, AT HIS COST, ANY' DAMME RESUI..TIN& ~ HIS ~TIOHS. CON1'1',l,GT°"5 ON THE JOB SHALL C~ THE l"OI...LOl'41H& l~E, (I) ~'5 CC\ ff Ll,ISATION; (2) l"U!!I..IC ~IYE ~ LIAl!IILITY'; N-IC' (5) ~TY' t,AMASE. IN AN ~y Tl«EA'T!!NIN& THE Lll"E, ~. OR Ac,.J,l,,C,eNT l'IOl'I<., TI£ ~TOR 15 ~ INS~TE:J::) TO />GT AT HIS C,l~ION TO ~ 5UC+-I l.055 OR IH.JJl'Y. TH!: CONmACTOR SHALL M,1,INTAIN TI£ P"OU.Ol"IIN& MINI~ LIABILITY' ~ ~IN& THE CON1"Ac.T l"'B'IOCI; eoDIL Y I~, •ZI0.000 l"C'l'I. INDIVIDVAL, l"C'l'I. ~, ~TY DAMME, •100,000 l"C'l'I. ~. MJPiLJ.Ail:. 2. THE CONmACTOR 51-!ALL CAUSE TO BE NAMED AS AOC)IT10NAL I~ IN SUCH CONTRACTOR'S f"Uel..lG, LIABILITY' ANCI .AUTOMOBILE LIAelLITY' POLICIES TIE l'OLL.Ol"IIN&, (I) CALAVERA HILLS II, LLC; !--IOl"lARC> A560CIATE5, INC. 3. TM; CONTl'AC,TOR ,._'5 I I 5 TO HOLc, HARML.E55 THE OI ICK ,-1,t,o LANCISCAl"E ~lil:CT F"OM ANY' CLAIMS AKISIN& OUT OF HIS OPSV.TIOHS OR THE o,,au,.TIOHS OF ANY' OF HIS SUBCONTRACTOl'S, MAicRIAL SUf'PL.IERS OR MENTS. ~-ALL LOCAL MJNICl,-AL, STA'TI:, AND ~ LAl'l5, Pl1 ! E'!>, "ff" ITSL".ATION5 60YEIQIINIS OIi!. tel.ATINIS TO ANY ~TION OIF THIS l"IOIQ:: AKE ~ 1~'18' ANO MAc,C A 19AAT Of' Tl e,e 31"'e:C.l,-ICATION5 AND TIEIK l'"PiOVISION5 SHALL l!:it: C.,,,,_.E:D OUT l!IY TIE ~TOIi!.. TIE ~TOIi!. SHALL NOTIF'r' THE L.AHD5c.Al"E ~T?:CT llt c ..... TLLY OF ANY' Dl~ANc.le 1!:it:IIUI~ c.ODE5 AHi:) TIE INIOl<MATION AND PE5161U l'WE5Cl(IE:D IN TICK~-- 5. THE ~TOIi!. 51-!ALL v£Pi.lFY' TIE L0C"TION5 OIF ALL laXISTINIS IJTILITll!:S, S~TUPiES AND 51!KVIGe lllEF OPil: l!le61NNIN'5 l"IOIQ::. TI-E LOC,.,_TION5 OIF Tl E!!ol! ITl!M5 SI IOI I~ IN TI-E !"l.AN5 "IU: ~XIMATE ONL T', AND ~ MAT' l!IE ADDITIONAL IJTIL.ITI~ ~ l"lt-ltc.H A.-c NOT INPIC.A'IEi ON T1E2 l"'LAN5. TI-E CON'T1'JIGTOIII. 51-!ALL NOTl!"'T' TIE l...,I\ND!IC,AI"!; Al'GI-IIT?:CT llw ILD,~TELT' OIF ANY' PISC-ANCIE5 l!JEIIE£N FIELD c::.oNDITION5 AND THC l~ATION ,.,_NI:) Del6N5 ~..::N , l:D IN THE!!!! DKAl"IINIS5. 6. TIE ~TOIi!. 51-!ALL OBT .... IN ,.,_NI:) leVIEl'I ,.,_ SET Of TIE "'"'"""'""'l"TE ,..._il:C~, El.EC, T1'1G-AL, AND CIVIL l:N'511-EEKIN'5 f'"L.AN5 f"KIOIII. TO l!:lt:61NNlN'5 l"IOIQ::. 1. l"EKMIT5 FOK ALL l"IOl'K INl:)IC,.,_-reD IN TIie!!! l"'LAN5 !!H.'"-L lllE O!IT,.,_IICD l!IY TIE ~TOIi!.. &. TIE COH~TOK 5HALL HAY!::,.,_ VAL.IP CON'T1'JIGTOlll.'5 L.lceel!: FOK TI-E P'AATICUL.MI. l"IOIQ:: !!!elNIS ~-TIE ~TOIi!. SHALL NOT AL.LOI"! TIE L.lc.EN5!: TO ~ DUKIN'5 TI-E COH'"'-"'GT l"l=".IOP. "I. NO MATEKIAL !!U!ISTITIJTION5 0/F ANY' KINI:) l"IILL !IE BE AL.LOl'EP l"IITI-IOUT TI-E ~ l'«ITTEN .A.UTiiOIII.IZATION Of TH: LANP5G-f'AE ~IT?:CT. 10. OhCI( 15 HEI-S/ NOTIFIED THAT ALL l"IOIQ:: ON TIie£ l"'l..,t,N5 15 58 ~T TO~ l"EAK ,.,_NP il:A!ll, AND ALL l"IOIQ:: MIST l!JE M,.,_IHTAIIED ON A ~ ""515. AN AHNJAL MAIN"TEN"Nc.E llel"l:CTION 5HALL !!II!'~ l!IY ,.,_ LAHPSG,-~Tec.T L.IGl915l:D Ill TI-E 5T,.,_TE Of C.ALl"°""'INA. THI£ IIISf"E;G.TION 51-!ALL INCL.UPI:, l!UT NOT lllE L.IMl'Tl:D TO, !"LANT MATERIAL, I-I6,.,_TION SYSTEMS, ,-,.,_VINIS, l"OOL., 9"'..._, FENCINIS, l'IATEK l"l!:ATIA'E, AND L.ISHTINS. II. Ol 10 L .S ICI T' NOTIFIE:D TH,.,_T l"LANT M,.,_TEKIAL.$ MEL.IVINS, 6!tOl'IINIS """5ANl5M5, AND THAT I~ MAIN'Tl:NANCE MAY RESULT IN TI-Elk DEATH, OIi!. G-AIJ!!I!: CflCR,-..-5UG-H "5 111.00T l~ON OIi!. TIE PEVEI..Ol"MENT Of SUl'a"AGE l'IOOTS. OIICK --: IZI ES• n.fi.,ICK ,CTl,-ll:D THAT so,,e OIi!. ALL l"LANT M,.,_TEKIAL.$, INCLUC>INIS ~. 51 llllll!le, AND~~. 51 IOII< IN THe5E DKAl"IINIS5 MAY NEED TO BE "1=MOVE:D AND/OIi!. ~ AT 50lo£ RJTIA'E TII-E. 12. IT SHALL eE TI< OlwCF<'3 l'IE5f'OIE>l51L.ITY TO F'!IIOVIPE ALL RJTlJlitC OIIEPi5 0/F THIS ~.EG-T l'IITH ,.,_ !leT OF T1-C5I!! l"'l..AN5, INCLUC>IN'5 THE5E NOTES. ~ CONST1'.UCTION NOTES I. ALL EXISTIN& DIMENSIONS AND LOCATIONS OF EXISTIN& OB.EC.TS ARE ~XIMA'TI:. CONTRACTOR SHALL FIEL.t) VERIFY' ALL EXISTIN& a.EMENTS l"RIOR TO BID. 2. ALL CON511'.UCTION SHALL ~ TO MINIMJM Sl"ECIFICATIOHS ANCI ~IKeMelTS OF F<E6I0NAL, LOCAL ANCI STATc cSCVERNMENTAL ASENCIES. ::I. Ol"IER SHALL ~ ALL MAicRIAL.5 l"RIOR TO ~IN&. SUBMIT FINISH SAMl"l..l:S 0/F FLATl"tO!'U< FOR Ont.a< APPROVAL PRIOR TO ORDEltlN&. 4. ~ITS FOR ANY' CON511'.UCTION DEPICTE:J::) IN TIE5E l"L.Ate SHALL el: oeTAltecl !!SY THE CONTRACTOR. 5. CONTRACTOR SHALL SHIELD EXISTlt-16 l'IORK l'IITH VISGIEEN TO l"REVENT SPLATTEKIN6 OF ~~ OR MOl'I.TAR. 6. ALL !DAVIN& 51-!ALL 9URFACE C>RAIN AT MINl""-'M Ill!. NV.'!" FROM ;,iALLS AND S~'M'ES T~RD Sl'iALES. ALL l'"LANTl=I' AREAS SHALL ""-"'IN AT MIN. 2'11 T~RD ~-~ CIVIL EN&l~IN& ~IN.A6c ~ FOR ALL ~IN6. 1. ALL ll«IT'Tl:N DIMENSIONS ON l"LANS SHALL TAKE~ OVER SCALEc, DIMENSIONS. e. IN CASE OF Dl~ANC,IES ecTl<Ch ll«IT'Tl:N Sl"ECIFICATIONS AND 6fitAfl'HIC INFORMATION OR OTHER INFORMATION, Tl-IE CONTl'AC,TOK SHALL CONT/>GT THE LANDSCAl"E All!GHITECT FOR CLARIFICATION i"tOOD STAIN NOTES I. ALL 9URFACES MJST BE CLEAN, SOUND, DRY, ANCI F'l"EE OF ANY' DIRT, DUST, CHALK, OIL, ~ASE, AND MILDEl"I STAINS. 2. STAIN SHALL BE Al"!'"I...IEJ:) IN ~ANCE l'IITH THE l"'lltlNTEI:) INS'Tl'UC,TIONS ANc, AT THE Al"PLICATION "-"TES KECOMMENc,El:) !!SY THE M,l,HJl"AC~ 3. CONmACTOK 51-!ALL JIJl'1l"L Y Tl'IO COATS OF A 51:Ml~e!"NUaNT STAIN. EACH COAT SHALL eE JIJl'1l"Lll:t, TO A lA'IIFOPi.M FINl5H. FINlsteD ~ACES SHALL eE ~ OF ~/>GE DEVIATIONS ANc, II II El<i &,,IONS. ~-EACH AP!"LICATION OF STAIN 51-!ALL BE G-URED IN ~ANCE l"IITH THE MAM.JF/>Gi\Jl'!ERE'S KEGOMMENC)AT10N5 eEFOl'E Al"PLYIN& THE ~•N6 COAT. ~IN6 T!ME coEi ►EE,, Al"PLICATIONS 51-!ALL eE AS~ SY THE MAM.A"/>G~. !5. STAIN SHALL BE Al"!'"I...IW SY Bl'IJSH, l'!Ol..LER, OR ~Y. NOTE: LANDSCAPE ARCHITECT TO BE CALLED ON-SITE FOR REVIEW OF CONTOUR GRADING BEFORE PLANTING AND FOR PLACEMENT OF BOULDERS BENCHMARK: DESCRIPTION: STANOARO 11-10 STRfET CENTERl.lNE IIE/1 IIONI.IMENT LOCATION: CENTFJil.lN£ fT El. Cl.MIii? Rf"A/. AT ENQNEER's STAl/ON -IM-f92 PER R. S 18(}()---1 RECORD FROM: caJNTY 8£NCH LHfl.S {NO. CO/JNTY 1£1/T. ccwmrx. OATA) ELEVATION: 68.-119 OATIM: IJ.S.C. .t G:.S: CG ~ CG DATE INIT1III. ENGINEER Of" WORI< REVISION DESCRIPTION --------------------------------------------------------------- C.ONSTRUC. TION LE6END 5)1 T ?l PMC:l!f""IIQN 0 ® ® 0 ® ® (i) 0 0 @ ® @ @ ® COHCfltEil: MOl'I CUIIU!I, 5EE CIETAIL ® COHCfltEil: 51PCll'IALK !"ER CIVIL EN611'eERIN6 PLANS 4S!I 6, ~!I 6A, GT 06-2!!i, 50f' 06-0~, AND CT 04-26 ~ 50UNC1 """' I 5 ~ ~eEFI.T50N l'tANCH f'I..AN5 CT 06-2!!i, 50f' 06-o-l-, ANCI CT 04-26 STOl'tM C>RAIN EASEi-ENT -NO i1IU!!E: ~N& ZONE He RAMP !"ER CIVIL EN611C!:RIN6 PLANS -4!!S-6 • 433-l>A ~ 6"lANITE l"ATHl'IAY -5EE CIVIL EN61t-EERIN6 l"LAN5, PA:21 CT 06-2!!i FOR LAYOUT Rl6!-!T OF l'IAY CUF1.B l"El'. 5Tl'tEET IMl"!ll.OYEMENT l"LANS ~ ® eERM ® EXl5T1N61'1ALL TAAILM~CID l'IIKE "Tl'AIL !'ENCE ® STAr II W ..:;oNC~ PAVIN6 COLOR ANc, PATTERN TO MATCH ARCHITECTVRE, TO BE 51:LECTEc, AT TIME Of' INSTALLATION ENTFI.Y l'IALL -EL CAMINO Fl.EAL • CANNON ~ ® 12' NO ll'lll't.16ATION ZONE (1Nc.LUC)IN6 MOl'I GUIQ:I) ll'lll't.I6ATION 1-EAI,S NOT~ IN THl5 """1!A CON~TOF< TO FIELD Ac,.J)ST NOZZLES TO INSURE l"ROl"at c.O\l'ERA6E ON PLANTS ll'IITHOUT ~y ONTO ~ ""'-""IL RETAININ6 ;,iALL AS l"C'l'I. EN&IIEEl'l.'5 PLAN 433-6 • ~3---f>A ll'IITH STOIE VENEER MORTARED TO RETAINlt-16 l'IALL TO MATCH ARCHITECTVRE TO BE 51:1 EC,TE:J::) AT TIME OF INSTALLATION OMIT VIEi'! FENCE ® 2~' ~ ALON6 ~ ""'-""IL (INCUJC>IN6 MOl"t CUl'te) IRRl6ATION HEADS NOT AL.LOl'EP IN THIS AREA CONmAC.TOR TO FIEl.t, Ac,.Ji5T NOZZI E5 -ro INSURE ~ CCVER,,l6E ON l"LANTS l'IITHOUT ~y ONTO ~TRAIL BUS STOF" (;,) RAMP AS l"El'. EN&lteef.'5 F"LAN5 ~3-6 • ~!I 6A PIF'ELINE EASEMENT -NO TREE PLANTlt-16 ZONE ACCE55 \IWAc, Sl6!-!T L 11£5 l'IILc,LIF'E FENCE AS l"El'. EN6INEERIN6 l"LANS SYMBOL LEGEND SYMBOL l2E!iGRJl"TIQN .. ALI6N AL.I6N R RAC)IIJS 't: CENicRLl!oC EJ EXPANSION JOINT rr1" rr'F'IG-AL o.c. ON CENicR MAX. MA><IMJM MIN. MINIMJM 11/151117 CTul CITY OF CARIBBAD II SHEETS I 41151118 : PLANNING DEPARTMENT : 63 CONSTINICTION NOTES, D£TAJi., k LEGEND f"Olt: ROBERTSON RANCH ARTERIAL STREETSCAPES IA=D ti-Ji. ( ~ -'3l~ft (~~~iol DWN BY: I PROJECT NO. I DRAWING NO. DATE IHIIW. 11'.TE IHIIW. CHKD BY: CT 02-16 OlHEIIJ.l'f'f'.fNN.. CITY APPRIIVAI. RVWD BY: W-6M CMWD __ -__ _ -( ___ ------ i l_~ I . ' --------------·-.' ---·--·---------------·---------.. •,----------------------------' . 1/2" TOOLED RADIUS (TYP) CONCRETE MON STRIP :3000 PSI CONCRETE: FINISH <S,RADE -'l--------',.---....,...-,.~----..----:-r--1'-I" TURF ,1 ,1 J=ni='lrTr-"._2 .... " <S,ROUNDCOYER ltB RE6AR CENTERED CONTINUOUS "10% COMP AC TED SU6<S,RADe TOP 6" , 0 0 0 BOUI..DER 2.5-3.5' l..OC.Al.. GRAY FINISH GRADE "10% C,OHPAC. TED SUBGRADE BURY 1/3 OF 60UL.DER TO THE HIDEST POINT 5LOPe GRADE AHAY FROM BOULDER AT 2% MINIMUM •.--- , . -~ ~ -~ = ~ - N • . I T . - --i-----c -~- L 22" L " " .. ---·-····· ···------·· ........... • 11-· 11u I I -----------~--------. STONE FELD BEHIND E SIGNAG -FROJEG-T NAME GO AND LO GITY 0 F G-ARLSBAD OGO TRAILL STOl'\E FASG-IA,._~o MATC-H EG-TURE'I ARC.HIT 12" SQ. C-MU -GROUT F LL ALL G-ELLS --,14 REBAR VERTIG-AL ~ MORTAR flLL FOR BATTER ~-STONE FASG-IA'/ITO MATG-H 1---+--1-ARG-H I TEG-TURE 1-i--~ lb" SQ. C..MU -<SROUT F•LL ,__~_, ALL ELI..S G-ONG-RETE FOOTING V'IITH-_,,,__ __ ~~ I·" (A)---M_o_w_C_u_rb __________________ NT-s ( B )---B_o_u_ld_e_r _ln_s_ta_ll_at_io_n ______________ _ (c) Trail Marker ,14 REBAR V'IRAP l 2'-b" l " " • IJ" • ' ~ -. i ~ - u ---'k--·- -,f-~ i 0 0 0 0 2" DIAMETER METAL POST FINISH GRADe "10% COMPAGTED SU6i;,RADE: NOTE5, I. APPLY (2) C,OAT5 OF BLAC.K EXTERIOR GRADE PAINT 4 (I) WAT OF SEALANT TO AL.L EXPOSED METAL 5URFAC.E5 ON P05T5 2, MAXIMUM DIST ANC.E 6ETV'IEEN TIJRN6UC-l<LE5 SHALL BE 200' 3. INTERMEDIATE TIJRN6UC.l<L.ES TO BE Pl.AC.ED IN ADJAC.ENT SPANS. 4. ALL POSTS, C.A6LE AND HARDV'IAR.E TO BE GALVANIZED. itll eALYANIZED STEEL CAEILE 5. ALIGNMENT OF HOLES IN POST MAY VARY TO WNFORM TO SLOPE OF TOP OF INTERMEDIATE TURN6UGKLE5 R.ETAINING HALL 6. THE WNTRAC.TOR SHALL VER.IF'I' ALL DEPENDENT DIMENSIONS IN THE FIEI..D CONC-RETE POST FOOTINe 6EFOR.E ORDERING OR FA6RICATION AN'I' MATERIAL. RA15E AND SLOPE FOOTINe AT 1. TYPIC.AL END SPANS, 6RAC.ED IN BOTH FIN15H i;,RADe TO ENSURe DIR.EC,TION5 SHAL.L BE CON5TR.UC,TED AT POSITIVE: DRAINAi;,E AWAY' FROM POST' AND NO DIREC,T C.HANGE5 IN LINE V'IHERE THE ANGLE OF CONTAC,T eETY'lEEN SOIL AND DEFLEC,TION 15 15 DEGREES OR MOR.E. (~ Post and Cable Trail Fence POST e>. PR.OVIDE THIMBLES AT ALL CA6LE LOOPS NOTTO SCALE -------~ -/ ~ ~ ~ -----------~ ----------- ----------- (f.) Typical Berm APPROVED FOR PLANTING ---- C -- AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. +2 - +12 +24 ~ xHP --+24 --------------+12 ----------HP • HIGH POINT +2 -- DATE, 2/01/0i:: HO w AR o:: DR.AHN 6Y, <-<5'1-1M/JEaH ••ASSOCIATES• ♦ J06 Nl,JM6ER, 2100.56 ♦ + • ♦ landscape architecture f !LE, REVISION:,, rla 2!1 l 9 l!l!liD ri~ •ui diei;t drh·• •uJU1 350 aaa dleg~ e• lliiJ.08 5J.Q na 9660 -------------- ------------------------------~ ------------ ------------\ ----\ ~ ~ ____/ --------J ~ ~ __,/ PLAN "AS-BUILT " -"' s/i:2~~~ a:: SIGNAiU~ * 't-'l.!o - P.E. EXP, __ _ DATE REVIEWED BY: C INSPECTOR DATE 0 1-1/e>" 0.0. ROUND 4' 1/2" I, I, -TU6ULAR STEEL POST 1 'l 9 in CD EXISTING GRADE @ PROPOSED GRADE @ PROPOSED C,ONTOUR5 O.C,. HITH CAP @ e>'-O" MAX. O.C-. 5PAC-ING. 0 1-~/e," 0.0. ROUND TOP AND EIOTTOK RAILS 0 ~/4" 0.0. ROUND PIC:.KET5 @ 4-1/2" O.C-. 5PAC:.ING NOTES, I. 6ER.M TO BE 5LOPED TO DRAIN. 2. THE 6ERM 15 DE51GNED TO HAVE A NATIJRAL APPEARANCE. V'IHERE THE BERM BEGINS AND ENDS A SMOOTH TRAN51TION 15 f<EQUIRED ALONE> V'IITH SMOOTH FLOHINE> VER.TIC.AL AND HOR.IZONTAL C-URYES. 3. 6RADE FOR PLANTED BERMS 15 TO 6E A MAXIMUM OF BB% (B, I) AND A MINIMUM OF 25% 4. 6RADE FOR TIJRF BERMS 15 TO BE A MAXIMUK Of' 25% (4:1) AND A MINIMUK Of' 20% Lill 2 ELEVATION NOT TO SCALE CITY OF CARLSBAD PLANNING DEPARTMENT I 5(535 1 CONSTRUCTION DETAILS FOR: BENCHMARK: DESCRIPTION: STANOARO /,f-1/J STREET CENTERUNE llfil MONUMENT LOCATION: CENTERUNE OF El CAMINO REAL AT ENGINEER'S STA llON 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEVEJ.S {Na COUNTY 1€RT. CON TRO/. OA TA) ELEVATION: 68.479 l)AT/JM: /J.S.C. .t-G.S. DATE INITIAl ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED 11,;.,✓,U c,-. ~A I ~-~-e1 DATE PLANNING DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 02-16 433-6M RVWD BY: . . ' ' '. i ' :l APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. TRAIL ' .. -···-~ ------. ----,--------------------, -----------·-·---··· j -----·.--·-.--~.---.-------b'-b" HIG>H STONE VENEER PILASTER --- --.&) I ELEVATIOtf 5'-0" HIG>H EXISTING C,tvl\J eLo,::.K V'lALL ,::.ovERED 1-'llTH STONE VENEER TO MATCH ARCH! TEC TURE 5'-0" HIG>H EXIST1NG CHU 6LOC,K V'lAl..L "'-_ 5'-b" HIGH STONE (B\ VENEER FAUX ~ PILASTER ,- ' I ~-COVER STREET FA,::.ING SIDE OF V'lAl..l.. BETil'IEEN PILASTERS 1-'llTH STONE VENEER TO MATCH ARCHITECTURE b'·b" HIGH STONE @ VENEER PILASTER\.49} DIRE,::.TL. Y ADJACENT TO EXISTING il'!Al..L SIDEV'IALK EL CAMINO REAL ® Entry Wall -El Camino Real & Cannon Rd. NOTTO SCALE DATE, 2/01/01 ♦♦HO w ARD:: DRAWN SY', C,<a,/HM/Jl;H : : ♦ A s s O C I A T E s ♦ J06 NUM6ER., :2100.s& Flt..E, REVISIONS, ♦ • • ♦ landscape architecture rla291II 6860 Tip 011.11 dlq;a drlvl:I 11ulte 850 1111n diq;p ~a 92108 bl.9 ?18 9600 -... ~. -· .. I "AS-BUILT " P.E. EXP,---- REVIEWED BY: INSPECTOR DATE DATE NOTES, I. C-ONC.RETI; 61..0CK ;.',HAL.I.. CONFORM TO U6" ;.',TD. 21·4. ORCO ;,TD. FRECl;,ION, ;,Fl.IT FAC.E, ;,!..UMPED, OR ~EDG>E61..0C-K MAY 61: U;.',ED. 2. CONC.RETI; FOR FOOTING> ;,HAI..!.. 6E: I FART C-EMENT TO 2·1/2 FARTS ;,AND TO ::,-1/2 PARTS G>RAVEL ~ITH A MAXIMUM OF 1-1/2 <S,Al..t..ON5 OF MTER FER SAC-K. PORTLAND C.EMENT ;.',HALI.. CONFORM TO A;.',TH C 1;:;o TYPE !IN.Fe • 200 P;.',I 5. REINFORC.IN<S, ;.',TEEL ;.',HAI..L 6E DEFORMED AND C-ONFORM TO ASTH A e,I5 G>RADE 40 FOR #4 6AR5 AND SMAl..t..ER, GRADE e,o FOR #5 AND LARDE:R, PROVIDE: 40 6ARD DIAME:TI;R !..AP FOR GRADE 40 RE:6AR AND 4e, DIAMETER !..AP FOR GRADE e>O. 4. RE6AR ;.',HAI..!.. 6E: C.ENTERED IN THE C-ONC.RETI; 61..0C.K C.Et..L IN i"lHICH IT 15 t..OC.ATl;D. 5. C.ONC.RE:Te 61..0C.K ;.',HAI..L 6E t..AYED ON A RLJNNING OOND PATTERN l"IITH VER.TIC.AL CONTINUITY OF THE CEl..1..5 UNO. e,, At..!.. 61..0CK CE!..!.. C.ONTAINING VER.TIC.At.. RE6AR ;.',HAI..!.. 6E: ;,Ol.lD G>ROUTED. 1. U5E: 06P TYPE: 5 MORTAR PROPORTIONED USING-LJ6" TA6LE: NO. 2l·A I PART C-EMENT TO 1/2 PART t..lME TO 4-1/2 PARTS DAMP, 1..0051;; SAND. e,, GROUT FOR WNC-RETE 61..0C.K TO 6e I PART C-EMENT TO::, PARTS SAND (G>ROUT MAY WNTAIN 2 PARTS s;e," PEA GRAVEi.. IF ~EATHER C.ONDITIONS ARE: FAVORABLE AND 131..0C.K UN065TRLJC.TED C.Et..L SIZE 15 SUFFIC-IENT TO ALLO!'i GOOD G>ROUT FLOl'i). MTI;R SHALL 61: ADDED TO PRODUC.e C;,OOD (;,ROUT Fl..01"1 ~ITHOUT ;.',EGREC;,A TION OF THE C.ON;.',lnJENTS. 'I. 61..0C.K STEM MAY 61: l"IET·SET H/2" INTO THE FOOTING ~HILE THE WNC-RETI; 15 Pt..ASTIC-. 6LOC.K STEM MAY 6E: PL.AC.ED TO EITHER EDG>E: OF THE, TR.ENC.I-I TYPE FOOTING. ' 10. FOOTING MUST 6e POURED ON OR INT2> UNDISTUR6ED NATURAi.., SOIKI.. OR ON WMPACTED FILI.. Y-!ITH A MINIMUM C.OMPACTION OF 'l096. , II. FIRST IN5PEC.TION TO 6E AFTER FOOTING TR.ENC-HES ARE READY FOR C-ONC-RETE: AND At..L REQUIRED STEEL 15 TIED IN Pt..AC-E SECOND IN5PEG-TION TO 6E ~HEN THE REQUIRED VERTICAL. 15 IN PLAC.E AND THE 6L.OC.K ~t.. 15 READY TO GROUT. . MAXIMUM C.ONTROL. JOINT SPACING, 40' O.C.. OR 20' 0/C, IF THE Mt..t.. 15 TO Ell: STUCC.O C.OATED. PILASTER SECTION 'It 5TOl.4!:; C.A~ -TO 6E ~EL..E:G-TI:D .6'1"' LANpSC.APE ARCHITfC.T -lt>t,16> Of' lbblb f1LA5Ti;Ft Cr"I.I - SOLID GROl,.ITI:D -TAN -------(4) l!-"4 VE;RT. DROP-IN BARS -------5TO'tl: V~NEE:R ~ ..,.0 6E SELEG-TED 6.,.. LANt;'5GAPE AR.GHITEC.T 4) 114 0=:)V'l::'L5 )Jil24" M'~. l;XTl;N510N INTO '-"MIJ. l!ifllffi,;;lI-.,4 1-'CRl. C,ON"f'. F~OM 6' Hl6H Jl'iAJ..L RL!~ THR,0!.)'5-H PILA5T~R. FOOTING- F--~1•~• ~I 1' TO OAYL.IG>HT WALL SECTION -DEEPENED FOOTING- NOT!:, ;;ToNe C.A~ 1 TO 6!:. seu:c.. TED 6Y LAND5CAPE AR.CHn::c.T RGO e,e,16, bf;I&, OR 66!8' C.1""U C;,ROIJTED ONT'• V~T 5TE=I... -TAN IMIJLATE!> 1 5,TONf; VENEER 6 STD JO:N'T' Ri;;JNFORC-EP O 24'' 0/G (3 PLAC-12:'";,) FER IJBC, Sr;;> . 21-10. U51;: 115 STD. POR 51..1,;MP 9LOC!< 4 V~RT. DROP-IN BAFl e 40' 0/C,, (:3t," o;e, roR 1e," LON6 c;;HU) 4 DO/Ila. It 4C"' 0 .e,., (96" OIG FOR 16" LONS CMU)_ 5ET9ACK -5~ CHART DE:5IG>N C.RITERIA, ),. LSI: OF C.MU MANUFAC. TJR::::D 31' f'RODlJCERS OTt"ER THAN o~c.o BLOC.K 1"111 .. .L REQUIRE ?1J6MIIA1..-5 ANP /"lRITTEN APPROVAL PR O'i. TO THE: I. ALLOM6Le SOIL 6EARING PRESSURE= 1500 PSF 2. ALLOM61..e t..ATERAL. PASSIVE PRESSUR!= ~ 150 PC.F ::,. C-ONC.RE:TE/GROUT STRENG-TH = 2000 PSI If 2e, DAYS 4. REINFORC.ING STEEL, 0RADE 40 FOR #4 6AR5 AND SMAl..t..ER 4 0RADE e,o FOR 115 AND LARGER 5. SEISMIC, -ZONE 4, 5 KM FROM TYPE A OR 6 ;;,OURC.E e,. 1,500 PSI MA;;,ONRY WMPRE;;,;;,ION STRENG-TH, HALF STRES;;,ED U;;,ED -NO SPECIAL INSPEC.TION REQ. · ;>TAR,,. OF Tt"j; PRO.Jl:C.T. I_ I i, 1=', ..... 1-lo\.-..$ .. 1\1\..,,""'-,I ~ 6\,,, .. \ '-'« "'fl"""'.( '°1 -1t-,c. c..i., M,N. FOOT.NG> DEPTH FOR 1' TO DAYLIGHT 5LOPE J"IALL CP Y'!ALL GI V'IALL s TaP IFT. 5ETBAGK 2FT. SET6AC.K ~ hJJ>.1-(o\o~ ..,J l'\i\.Jv.,.1-. 51..._..,\\ ½t Ap\)1'~tJ t,7 -tl...t (J7. 2 TO I B'-6" :3"-0" 2'-6'' 3 TO I 2'-4" 2'-0'" ---- ' !, (B) Wall & Pilaster Detail L1TI CITY OF CARLSBAD ~ 3 '3 BENCHMARK: DESCRIPTION: STANOARlJ Al-10 STRE[T CENTERUN£ illli MONl!MEN T LOCATION: C£NTERUN£ CT El. CAMINO REAL AT ENGINEER'S STATION 454f92 PER R.S 1800-1 RECORD FROM: COl!NTY BENCH LEVELS (Na CO/JNTY VERT. CONTROi. OATA) ELEVATION: 68.419 OAT/JM: IJ.S.C. ct G:.S: . . DATE INITIAL ENGINEER Of WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PIANNING DEPARTMENT ROBERTSON RANCH ARTERIAL STREETSCAPES APPROVED('-;~, {~, ~..c::ft ;.~.c;1 Pt.ANNING DATE OWN BY: PROJECT NO, DRAWING NO. CHKD BY: CT 02-16 4JJ-6M RVWD BY: \ J ~ i' ., ! I !, I ~~., \ VICINITY MAP NO SCALE \ ~"' i ~ ---------------~- WALL CONSTRUCTION PLANS FOR: ARTERIAL STREETSCAPE , ' '7 / ' / . , I I CONSTRUCTION -SHEET F5--<-_______ ... CONSTRUCTION -SHEET F4 ,--------( ONSTRUCTION -SHEET F6-~ CONSTRUCTION -SHEET F·{--,, \ ~'.___ _________ _,__ CONSTRUCTION -SHEET F7 SITE MAP 1" = 200' NORTH DATE, 12/15/01 DRAJt-lN 6Y, '9/JEH .J06 NUM6ER, 2100.bO FIJ..E, ;4,A,~~7 ' ~-1{ REVISION$, u AS-BUILT " P.E. EXP,---DATE REVIEWED BY: BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERIJN£ M'Ll /.IONU/.IENT LOCATION: CENTERLINE<£ a CAI.I/NO REAL AT ENGINEJ:R's STATION 454+ 92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH L£ITTS (NO. COUNTY VERl CONTROL DATA) L.:1:.:.:NS~P;;;;:EC;.;.;TO:.;,;R;.__ ______ ....;;.;.DA.;.;;TE;;____, ELEVATION: 68.47/J DATUM: IJ.S.C. <k C.:S: DATE INITIAL ENGINEER OF WORK • • ♦ ♦ SHEET TITI..E SHEET NUMBER TITLE SHEET F1 CONSTRUCTION SPECIFICATIONS F2 CONSTRUCTION PLANS F.3-F7 CONSTRUCTION DETAILS F8-F11 GENERAL NOTES 1. UNLESS OTHERWISE SHOWN OR NOTED, ALL PHASES OF WORK SHALL COMPLY WITH THE LA TEST VERSION OF THE UNIFORM BUILDING CODE AS ADOPTED BY THE GOVERNING JURISDICTION IN THE CITY OR COUNTY IN WHICH THE PROJECT IS LOCATED AND THOSE ASTM SPECIFICATIONS UPON WHICH THE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND AND SPECIFICATIONS OCCUR, THE MOST STRINGENT: REQUIREMENTS SHALL GOVERN. DEVELOPER'S NAME & ADDRESS: GALA VERA HILLS II, LLC 2750 WOMBLE ROAD SAN DIEGO, CA 92106 PHONE NO: (619) 794-1252 FAX NO: (619) 336-3010 HOWARD:: APPROVED FOR PLANTING •••ASSOCIATES• AND IRRIGA ii ON ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ♦ • ♦ ♦ landscape architecture d.a 2Dl 9 B880 rio ""n dici;;o drive ~uitc 350 u1n dicg.o ca ~2l08 619 718 9660 uu CITY OF CARLSBAD CR] 1 PLANNING DEPARTMENT 3 PfRIMCT£R WALL CONSTRUCT/ON Pl.ANS FOR: '"· ' ROBERTSON RANCH ' ARTERIAL STRE£TSCAPES I APP~~,~ I t: . ra~-4\: PLANNING+ 1·Z) -0% I DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 02-16 ..f.J3-6M RE.VISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CMWO __ -__ _ -,:.-, ··-·---------·------------ ' " --• l]jlJtl'._l__Jj,J_ -t'l -.. _ I ,. ' ,; • ' '.] !lli :· f I ~ ' i i I f :ill ' 1 :f I !,i:! , I Ir I' '; 1,iJ { I 1111 !.,i ~i -I 1-._ i l !11i I l.i ' iii :'. ' j ..J;::. ' l ~ ' ' 1 ~ ,j :I :~ I Tri : : ·--~ -' l i " '1 ' ' ~ ' ' ' ()) I I -1 ! ' ' ··-=---·~-------~ -·· -----------" SECTION 03200 CONCRETE REINFORCEMENT PART 1 · GENERAi. 1.1 DESCRIPTION: .1 RELATED WORK DESCRIBED ELSEWHERE: A. CAST-IN.PLACE CONCRETE: SECTION 03300 B. CONCRETE UNIT MASONRY: SECTION 04100 1.2 QUALITY ASSURANCE: .1 COMPLY WITH PERTINENT PROVISIONS OF FOLLOWING STANDARDS, EXCEPT AS HEREIN MODIFIED: .2 CONCRETE REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE"; . 3 AMERICAN CONCRETE INSTITUTE (ACI) 318. .4 MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE (ACI) 315. 1.3 SUBMITTALS: .1 SHOP DRAWINGS, REINFORCEMENT: SUBMIT SHOP DRAWINGS FOR FABRICATION, BENDING, AND PLACEMENT OF CONCRETE REINFORCEMENT. COMPLY WITH AC/ 315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" SHOWING BAR SCHEDULE, STIRRUP SPACING, DIAGRAMS OF BENT BARS, ARRANGEMENT OF CONCRETE REINFORCEMENT. INCLUDE SPECIAL REINFORCEMENT REQUIRED AND OPENINGS THROUGH CONCRETE STRUCTURES. .2 MILL CERTIFICATES: SUBMIT STEEL PRODUCER'S CERTIFICATES OF MILL ANALYSIS, TENSILE, AND BEND TESTS FOR REINFORCING STEa. 1.4 PRODUCT HANDLING: . 1 DELIVERY: DELIVER REINFORCEMENT TO THE JOB SITE BUNDLED, TAGGED, AND MARKED. USE METAL TAGS INDICATING BAR SIZE, LENGTHS, AND OTHER INFORMATION CORRESPONDING TO MARKINGS SHOWN ON PLACEMENT DIAGRAMS. .2 STORAGE: STORE REINFORCEMENT AT THE JOB SITE IN A MANNER TO PREVENT DAMAGE AND ACCUMULATION OF DIRT AND EXCESSIVE RUST. PART 2 • PRODUCTS 2.1 MATERIALS: . 1 REINFORCING BARS: COMPLY WITH ASTM A 615-79 (DEFORMED BARS). NO. 5 BARS AND SMALLER, GRADE 60; ALL OTHERS GRADE 60. . 2 STEEL WIRE: COMPLY WITH ASTM A 82. . 3 WELDED WIRE FABRIC: COMPLY WITH ASTM A 185-73. .4 SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES FOR SPACING, SUPPORTING, AND FASTENING REINFORCEMENT IN PLACE: A. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI RECOMMENDATIONS, UNLESS OTHERWISE INDICATED. DO NOT USE WOOD, BRICK, AND OTHER UNACCEPTABLE MATERIALS. 2.2 FABRICATION: .1 GENERAL: FABRICATE REINFORCING BARS TO CONFORM TO Rf=QUIRED SHAPES AND DIMENSIONS, WITH FABRICATION TOLERANCES COMPLYING WITH CRSI MANUAL IN CASE Of FABRICATION ERRORS, DC NOT RESEND OR STRAIGHTEN REINFORCEMENT IN A MANNER THAT WILL INJURE OR WEAKEN THE MATERIAL. .2 UNACCEPTABLE MATERIALS: REINFORCEMENT WITH ANY OF THE FOLLOWING DEFECTS WILL NOT BE PERMITTED IN THE WORK: A. BAR LENGTHS, DEPTHS, AND BENDS EXCEEDING SPECIFIED FABRICATION TOLERANCES. B. BENDS OR KINKS NOT INDICATED ON DRAWINGS OR FINAL SHOP DRAWINGS. C. BARS WITH REDUCED CROSS-SECTION DUf TO EXCESSIVE RUSTING OR OTHER CAUSE. PART 3 -EXECUTION 3.1 INSPECTION: .1 EXAMINE THE SUBSTRATE, FORMWORK, AND THE CONDITIONS UNDER WHICH CONCRETE REINFORCEMENT IS TO BE PLACED, AND CORRECT CONDITIONS WHICH WOULD PREVENT PROPER AND TIMELY COMPLETION Of THE WORK. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.2 INSTALLATION: .1 COMPLY WITH THE SPECIFIED STANDARDS FOR DETAILS AND METHODS OF REINFORCEMENT PLACEMENT AND SUPPORTS, AND AS HEREIN SPECIFIED. . 2 CLEAN REINFORCEMENT TO REMOVE LOOSE RUST AND MILL SCALE, EARTH, AND OTHER MATERIALS WHICH REDUCE OR DESTROY BOND WITH CONCRETE. .3 POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK, CONSTRUCTION, OR CONCRETE PLACEMENT OPERATIONS. .4 INSTALL WELDED WIRE FABRIC IN AS LONG LENGTHS AS PRACTICABLE, LAP ADJOINING PIECES AT LEAST ONE FULL MESH. . , SPLICES: PROVIDE STANDARD REINFORCEMENT SPLICES BY LAPPING ENDS, PLACING BARS IN CONTACT, AND TIGHTLY WIRE TYING. SECTION 041 DO CONCRETE UNIT MASONRY PART 1 • GENERAi. 1.1 GENERAi. CONDITIONS: THE GENERAL CONDITIONS. SUPPLEMENTARY CONDITIONS AND DIVISION 1 ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SCOPE: THE WORK INCLUDES THE FURNISHING AND INSTALLING OF ALL CONCRETE UNIT MASONRY WORK, INCLUDING REINFORCING STEEL AS SHOWN AND NOTED ON THE DRAWINGS AND SPECIFIED HEREIN. 1.3 CODES AND ST ANDA.RDS: .1 EXCEPT AS MODIFIED BY THE REQUIREMENTS SPECIFIED HEREIN AND/OR THE DETAILS ON THE DRAWINGS, ALL WORK INCLUDED IN THIS SECTION SHAU CONFORM TO THE /\PPL/CABLE PROVISIONS OF THE FOLLOWING CODES AND STANDARDS: UNIFORM BUILDING CODE, 1994 EDITION, CHAPTER 21, "MASONRY". AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): THE SPECIFICATIONS AND STANDARDS HEREINAFTER REFERRED TO, LATEST EDITIONS. 1.4 CERTIFICATIONS: CONTRACTOR SHALL FURNISH A CERTIFICATE, EXECUTED IN TRIPLICATE, STA TING THAT ALL CONCRETE BLOCKS HAVE BEEN PROPERLY AND THOROUGHLY CURED AT THE PLANT BEFORE SHIPMENT, AND THAT THl:Y CONFORM TO ALL OF TH!': REQUIREMENTS OF THIS SPECIFICATIONS. EACH CERTIFICATE SHALL BE SIGNED BY THE BLOCK MANUFACTURER AND SHALL CONTAIN THE NAME OF THE CONTRACTOR, THE PROJECT LOCATION, AND THE QUANTITY AND DATE OR DATES OF SHIPMENT OR DELIVERY TO WHICH THE CERTIFICATE APPLIES . 1.5 STRENGTHS OF MORTAR AND GROUT: .1 MORTAR STRENGTHS: MORTAR FOR GROUTED UNIT MASONRY SHALL BE TYPE 5 MORTAR IN ACCORDANCE WITH CHAPTER 21 OF THE UNIFORM BUILDING CODE, 1994 EDITION AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AT 1800 PSI. .2 GROUT STRENGHTS: 2000 PSI AT 28 DAYS. 1.6 HANDLING AND STORAGE: IMMEDIATELY UPON DELIVERY TO THE SITE, MASONRY UNITS SHALL BE STACKED UNDERCOVER OR OTHERWISE PROTECTED FROM EXPOSURE TO THE WEATHER AND FROM CONTACT WITH SOIL CARE SHALL BE EXERCISED IN HANDLING THESE ITEMS TO AVOID CHIPPING AND BREAKAGE AND TO PROTECT THEM FROM DAMAGE. USE OF DAMAGED BLOCKS WILL NOT BE PERMITTED. UNITS SHALL BE STORED ON PALLETS OR TEMPORARY WOOD FLOORS OFF THE GROUND AND OUT OF THE WAY OF OTHER TRADES . PART 2 • PRODUCTS 2.1 CONCRETE MASONRY UNITS: .1 CONCRETE MASONRY UNITS: HOLLOW LOAD-BEARING UNITS, CONFORMING TO ASTM C90-75, GRADEN, TYPE 1, LIGHTWEIGHT UNITS, EXCEPT THAT UNITS SHALL HAVE A MAXIMUM LINl:AR SHRINKAGE OF 0.06%. PROPER SPECIALLY SHAPE UNITS SHALL BE USED TO PROVIDE FOR BOND BEAMS AND LINTELS WITH A MINIMUM OF UNIT CUTTING. BLOCK SHALL BE STANDARD UNITS, 6' X 8" X 16" AND 16" X 8" X 16" NOMINAL IN SIZE. ALL UNITS SHALL BE ST ANDA.RD COLOR AND TEXTURE UNLESS OTHERWISE NOTED • . 2 CEMENT: STANDARD TYPE II PORTA.LAND CEMENT, CONFORMING TO ASTM C150-77, LOW ALKALI • .3 LIME: HYDRATED, CONFORMING TO ASTM C207-76, TYPES . .4 MORTAR SAND: NATURAL SAND, CLEAN AND GRADED. CONFORMING TO ASTM C144-76. OTHE . > GROUT AGGREGATE: CLEAN AND GRADED CONCRETE AGGREGATES, CONFORMING TO ASTM C33-77. .6 WATER: FRESH, CLEAN, AND POTABLE, AND FREE FROM SUCH AMOUNTS OF MINERAL AND ORGANIC SUBSTANCES AS WOULD ADVERSELY AFFECT THE HARDENING OF CEMENT MORTAR. .7 REINFORCING STEEL: FURNISH AND INSTALL REINFORCING STEEL FOR GROUTED BLOCK MASONRY UNDER THIS S(=CTION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 032D0. "CONCRETE REINFORCEMEN1". 2.2 CONCRETE FOOTING: .1 PORTLAND CEMENT: ASTM C 150, TYPE I OR II. FOR EXPOSED CONCRETE, USE ONLY ONE BRAND FROM ONE MILL. . 2 CONCRETE AGGREGATES: ASTM C 33. use AGGREGATES FROM SAME SOURCE AND PIT FOR ENT/Rf;: PROJECT. .3 MIXING WATER: FRESH, CLEAN AND POTABLE, FREE FROM INJURIOUS AMOUNTS OF OIL, ACID, ALKALI OR ORGANIC MATTER. .4 MIXING OF CONCRETE: ALL TRANSIT-MIXED CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIF/CATIONS FOR EASY MIXED CONCRETE, ASTM SPECIF/CATIONS C-94. > STANDARD REQUIREMENTS: CLASS "A" CONCRETE SHALL CONTAIN NOT LESS THAN 6-112 SACKS OF CEMENT PER CUBIC YARD. AND SHALL BE PROPORTIONED TO ATTAIN A MAXIMUM CYLINDER STRENGTH OF 2,000 PSI IN 28 DAYS. COMPRESSIVE STRENGTHS ARE TO BE DETERMINED IN ACCORDANCE WITH ASTM C-39. .6 REINFORCING BARS: ASTM A 615. GRADE 60 FOR REINFORCEMENT IN CONCRETE BLOCK MASONRY AND BRICK MASONRY. ASlM A 615, GRADE 60 FOR CONCRETE REINFORCEMENT. BUNDLE AND TAG WITH INDENTIFICATION AND HEAT NUMBER. .7 WELDED WIRE FABRIC: ASTM A 18>, EXCEPT THAT ULTIMATE STRENGTH NEED NOT EXCEED 55,000 PSI. DELIVER AND PLACE FABRIC IN FLAT SHEETS . . 6 SUPPORTS AND SPACERS: TYPES AND SIZES REQUIRED TO MAINTAIN POSITIONING OF BARS AND WIRE FABRIC IN LOCATIONS SHOWN ON DRAWINGS DURING CONSTRUCTION SHALL BE PRECAST CONCRETE CUBES WITH TIE WIRES. -~ AIR ENTRAINING AGENT: ASTM C 260 16, 17, 20 PART 3 -EXECUTION 3.1 UNIT MASONRY CONSTRUCTION: .1 GENERAL: WALLS SHALL BE STRAIGHT, PLUMB, AND TRUE, WITH ALL COURSES TRUE TO LINE AND LEVEL, BUILT TO DIMENSIONS SHOWN. AU CELLS CONTAINING REINFORCEMENT SHAU BE FILLED SOLID WITH GROUT, UNLESS OTHERWISE NOTED ON DRAWINGS. BLOCKS SHALL BE LAID UP IN RUNNING BOND. .2 JOINTS: BOTH VERTICAL AND HORIZONTAL JOINTS SHALL BE UNIFORMLY 318" TO ¼" THICK, WITH MORTAR COVERAGE FOR FULL SHELL THICKNESS AT BOTH VERTICAL AND HORIZONTAL JOINTS. .3 BED JOINTS: THf TOP SURFACE OF THE CONCRETE FOOTINGS OR OTHER BED JOINTS MUST BE CLEAN, SMOOTH CONCRETE WITH AGGREGATE EXPOSED BEFORE START OF LAYING. TOPS OF FOUNDATIONS SHALL BE SANDBLASTED, IF NECESSARY, TO REMOVE LAITANCE FOR EXPOSING AGGREGATES IN THE CONCRETf. FOUNDATION TOPS SHALL BE KEPT CLl:AN DURING THE CONSTRUCTION BY CLEANING AT LEAST ONCE A DAY. .4 REINFORCEMENT: VERTICAL REINFORCING BARS SHALL BE HELD IN PLACE BY STANDARD REINFORCING SUPPORTS. HORIZONTAL BARS SHALL BE TIED TO VERTICAL BARS AS THE BLOCK WORK PROGRESSES AND SHALL BE EMBEDDED IN GROUT. "AS-BUILT APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 12/1!5/01 • • DRAHN 6Y, J06 NUM6ER, FII-E:, REVl;,ION;,, • • HOWARD:: 2100.60 • • • ASSOCIATES• ♦ • ♦ ♦ land$cape architecture .Ir. ~ 9 J 9 881!0 rill a1111 !liege, 1hh1! •llltll! J5Cl ~llll Ill ego ca 92101 Ol9 7ll 9f>(i(I P.E. EXP ___ _ REVIEWED BY: INSPECTOR " DATE DATE .5 WATERPROOF/NG MATERIAL: SHALL BE THORO-SEAL OR APPROVED EQUAL .6 GROUTING: GROUTING MIX: GROUT SHALL BE DESIGNED IN ACCORDANCE WITH UBC 21D3 FOR MANUFACTURER DESIGN MIXES. THE USE OF AN ADMIXTURE FOR THE PURPOSE OF REDUCING WATER CONTENT WIU BE PERMITTED, SUBJECT TO APPROVAL BY THE OWNER OF THE ADMIXTURE, AND PROVIDED THE STRENTH OF GROUT IS NOT IMPAIRED. WATERPROOFING ADMIXTURE SHALL BE ADDED IN AMOUNT RECOMMENDED BY THE MANUFACTURER BUT NOT TO THE EXTENT THAT GROUT STRENGTH SPECIFIED IS IMPAIRED. .7 CONSTRUCTION: GROUT CONSTRUCTION SHALL CONFORM TO AU REQUIREMENTS OF THE UNIFORM BUILDING CODE. GROUT SHALL BE PLACED BY MEANS OF AN APPROVED GROUT PUMP CAPABLE OF HANDLING AT Ll:AST 12 CU. YDS. PER HOUR OF THE SPECIFIED 3/8" MAXIMUM SIZE AGGREGATE MIX. 3.2 COLD WEATHER REQUIREMENTS: IF IT IS NECESSARY TO LAY BLOCK DURING FREEZING WEATHER, MATERIALS SHALL BE HEATED AS REQUIRED BEFORE INCORPORATING IN THE WORK. FURTHER, MASONRY SHALL BE PROTECTED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. 3.3 CLEANING: AFTER ERECTION AND POINTING, ALL MASONRY SHAU BE CLEANED DOWN WITH STIFF BRUSHES AND WATER, FOLLOWED BY A THOROUGH RINSING WITH CLEAN WATER. 3.4 CURING: ATTENTION SHALL BE GIVEN TO THE PROPER CURING OF MORTAR JOINTS AS WELL AS THE GROUT CONCRETE POUR. THE MASONRY WORK AND THE TOP OF THE GROUT POUR SHAU BE KEPT DAMP BUT NOT SATURATED FOR AT LEAST 7 DAYS TO PREVENT TOO RAPID DRYING DURING HOT OR DRYING Wl:ATHER, AND DRYING WINDS. 3.5 PROTECTION: MASONRY SURFACES SHALL BE COVERED WITH NON-STAINING WATERPROOF PAPER WHEN NECESSARY TO PROTECT THEM FROM RAIN OR FROM HOT, DRY WEATHER. SURFACES NOT BEING WORKED ON SHALL BE PROTECTED. 3.6 TOLERANCES: .1 THE FOLLOWING TOLERANCES SHALL APPLY TO THE MASONRY WORK: PLUMB: IN 10 FEET -¼". LEVEL: 20 FEET MAXIMUM.¼"; IN 40 FEET OR MORE -¼'. SECTION 09900 PAINTING PART 1 GENERAL 1.1 GENERAL CONDITIONS THE GENERAi. CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1. ARE A PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.2 SUMMARY: THE WORK INCLUDED$ ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIEO. THE GENERAi. CONDITIONS AND DIVISION 11\PPLY TO THIS SECTION AS FULLY AS IF REPl:ATED HEREIN. .1 DESCRIPTION· DEFINITIONS: THE TERM "PA/Nl", AS USED HEREIN, MEANS ALL COATING SYSTEMS MATERIALS INCLUDING PRIMERS, EMULSIONS, EPOXY. ENAMaS, SEALERS, FILLERS, AND OTHER /\PPL/ED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FINISH COATS. .2 QUALITY ASSURANCE A. REVIEW OTHER SECTIONS OF THESE SPECIFICATIONS AS REQU/REO, VERIFYING THE PRIME COATS TO BE USED AND ASSURING COMPATABILITY OF THE TOTAL COATING SYSTEM FOR THE VARIOUS SUBSTRATE • B. FURNISH INFORMATION ON THE CHARACTERISTICS OF THE SPECIFIC FINISH MATERIALS TO ENSURE THAT PRIME COATS USED ARE COMPATIBLE. C. PROVIDE BARRIER COATS OVER NON-COMPATIBLE PRIMERS, OR REMOVE THE PRIMER AND RE· PRIME AS REQUIRED. D. NOTIFY THE ARCHITECT IN WRITING OF ANTICIPATED PROBLEMS IN USING THE SPECIFIED COATING SYSTEMS OVER PRIME COATING SUPPLIED UNDER OTHER SECTIONS. 1.3 SUBMITTALS .1 MANUFACTURER'S DATA A. COMPLETE MATERIALS LIST OF ALL ITEMS PROPOSED TO BE FURNISHED AND INSTALLED UNDER THIS SECTION B. MANUFACTURER"S SPECIFICATIONS AND OTHER DATA REQUIRED TO DEMONSTRATE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS. C. FOR INFORMATION ONLY, SUBMIT TWO COPIES OF MANUFACTURE'S SPECIFICATIONS AND /\PPL/CATION INSTRUCTIONS FOR EACH MATERIAL . 1.4SAMPLES SUBMIT FOR ARCHITECTS REVIEW. 1.5 PRODUCT HANDLING .1 DELIVER ALL MATERIALS TO THE JOB SITE IN UNOPENED. ORIGINAL CONTAINERS BEARING THE MANUFACTURE"$ NAME AND LABEL .2 PROVIDE PROPER STORAGE TO PREVENT DAMAGE TO, AND DETERIORATION OF, PAINT MATERIALS. .3 use ALL MEANS NECESSARY TO PROTECT THE MATERIALS OF THIS SECTION BEFORE, DURING AND AFTER /NSTALLA TION AND TO PROTECT THE WORK AND MATERIALS OF ALL OTHER TRADES. .4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND 2.5 REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. NAIL .4 IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND 2.> REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE OWNER. NAIL 1.6 JOB CONDITIONS .1 DO NOT APPLY SOLVENT THINNED PAINTS WHEN TEMPERATURES OF SURFACE TO BE PAINTED AND THE SURROUNDING AIR TEMPERATURE ARE BELOW 45 DEGREES F., UNLESS OTHERWISE PERMITTED BY THE MANUFACTURER'S PAINTING INSTRUCTIONS. .2 DO NOT PAINT IN RAIN. FOG, OR MIST; OR WHEN THE RELATIVE HUMIDITY EXCEEDS 85%; OR TO DAMP OR WET SURFACES. 1.7 REGULA TORY REQUIREMENTS ALL MATERIAL AND /\PPL/CATION OF MA TE RIAL SHALL COMPLY WITH THE PROVISIONS IN ALL AIR POLLUTION CONTROL REGULATIONS. PART 2 PRODUCTS 2.1 MATERIALS .1 DESIGN IS BASED ON USE OF PAINT PRODUCTS MANUFACTURED BY SINCLAIR OR EQUAL. .2 COLORS AS INDICATED ON DRAWINGS. .3 UNDERCOATS AND THINNERS· PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER AS THE FINISH COAT. USE ONLY THE THINNERS RECOMMENDED BY THE PAINT MANUFACTURE, AND USE ONLY THE RECOMMEND LIMITS. INSOFAR AS PRACTICABLE, USE UNDERCOAT, FINISH COAT, AND THINNER MATERIALS AS PART OF A UNIFIED SYSTEM OF PAINT FINISH. .4 THINNER-AS RECOMMENDED BY EACH MANUFACTURER FOR HIS RESPECTIVE PRODUCT. .5 STANDARDS· PROVIDE PAINT MATERIALS WHICH MEET OR EXCEED THE ST ANDA.RDS LISTED FOR EACH APPL/CATION. 2.21\PPLICATION EQUIPMENT .1 GENERAL· FOR APPLICATION OF THE APPROVED PAINT, USE ONLY SUCH EQUIPMENT AS IS RECOMMENDED FOR APPLICATION OF THE PARTICULAR PAINT BY THE MANUFACTURE OF TiiE PARTICULAR PAINT. .2 COMPATIBILITY· PRIOR TO ACTUAL USE OF THE APPLICATION EQUIPMENT, use ALL MEANS NECESSARY TO VERIFY THAT THE PROPOSED EQUIPMENT IS ACTUALLY COMPATIBLE WITH THE MATERIALS TO BE APPLIED AND THAT THE INTEGRITY OF THE FINISH WILL NOT BE JEOPARDIZED BY USE OF THE PROPOSED APPLICATION EQUIPMENT . 2.3 OTHER MATE/ALS .1 ALL OTHER MATERIALS. NOT SPECIFICALLY DESCRIBED BUT REQUIRED FORA COMPLETE AND PROPER INSTALLATION OF THE WORK OF THIS SECTION, SHALL BE NEW FIRST QUALITY OF THEIR RESPECTIVE KINDS, CONFORMING TO THE STANDARDS OF THE INDUSTRY • PART 3 EXECUTION 3.1 SURFACE CONDITIONS .1 INSPECTION -PRIOR TO INSTALLATION OF THE WORK OF THIS SECTION, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE PAINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT PAINTING MAY BE COMPLETED IN STRICT ACCORDANCE WITH THE MANUFACTURE'S WRITTEN RECOMMENDATION. .2 DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL DISCREPANCIES HAVE BEEN CAREFULLY RESOLVED. $ 3.2 MATERIALS PREPARATION .1 MIX AND PREPARE PAINTING MATERIALS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. .2 STORE MATERIALS NOT IN ACTUAL USE IN TIGHTLY COVERED CONTAINERS. .3 MAINTAIN CONTAINERS USED IN STORAGE, MIXING, AND APPLICATION OF PAINT IN A CLEAN CONDITION, FREE FROM FOREIGN MATERIALS AND RESIDUE. 3.3 SURFACE PREPARATION .1 PERFORM AU PREPARATION AND CLEANING PROCEDURES IN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. .2 PROVIDE SURFACE APPLIED PROTECTION TO ITEMS NOT SCHEDULED TO RECEIVE PAINT FINISH PRIOR TO SURFACE PREPARATION AND PAINTING OPERATIONS. .3 CLEAN l:ACH SURFACE TO BE PAINTED PRIOR TO APPLYING PAINT OR SURFACE TREATMENT. .4 REMOVE OIL AND GRl:ASE WITH CLEAN CLOTHS AND CLEANING SOLVENTS OF LOW TOXICITY AND A FLASH POINT IN EXCESS OF 1D0 DEGREES F., (38 DEGREES C.) PRIOR TO START OF MECHANICAL CLEANING. .5 SCHEDULE THE CLEANING AND PAINTING SO THAT DUST AND OTHER CONTAMINANTS FROM THE CLl:AN/NG PROCESS WILL NOT FALL ON WET. NEWLY PAINTED SURFACES. 3.4 PAINT /\PPL/CATION .1 BRUSH APPLICATION . .2 SPRAY APPLICATION-WHEREVER SPRAY APPLICATION IS USED. APPLY EACH COAT TO PROVIDE THE EQUIVALENT HIDING OF BRUSH /\PPL/ED COATS. DO NOT DOUBLE BACK WITH SPRAY EQUIPMENT FOR THE PURPOSE OF BUILDING UP FILM THICKNESS OF TWO COATS IN ONE PASS. .3 DRYING -ALLOW SUFFICIENT DRYING TIME BETWEEN COATS. MODIFY THE PERIOD AS RECOMMENDED BY THE MATERIAL MANUFACTURE TO SUIT ADVERSE Wl:ATHER CONDITIONS. .4 COMPLETED WORK SHALL MATCH THE APPROVED SAMPLES OF COLOR, TEXTURE AND COVERAGE. REMOVE, REFINISH, OR REPAIR All WORK NOT IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. ~ CITY OF CARISBAD ~ 1----+-........;1----------------+----t-----t--;------1 L...t.1J PLANNING DEPARTMENT ~ :=='....::::========::::::...::==: BENCHMARK: DESCRIPTION: STANDARD 1,/-10 STREET CENTERUNE HELL MONUMENT LOCATION: CDITERLINE CT El. CAMINO REAL AT ENGINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM; COUNTY BENCH LEVELS (Na COUNTY vERT. DATE INITIAL CONTR{X DA TA) ENGINEER OF WORK ELEVATION: 68.419 DAT/JII." /1.S.C. <f G:S. REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PERl/.lfTfli WALL CONSTR(JCTJON PLANS FOil: ROBERTSON RANCH ARTER/Al STREETSCAPES z. Z-1 . .,~ I DATE • DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. CT 02-16 DRAW.ING NO. 4JJ-6M CMWO ' ' ' ' ' i ' ' i ! I I I , ' I ---------- APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. .... __ J ________________ --- LEGEND ~ Ill 12" Square Split-Face Block Pilaster F8F9F9 -With Stone Veneer on Sides Facing Public Street 0 12" CMU Pilaster ~ -With Stone Veneer All 4 Sides F8F9F9 . ~ Split-Face Block Wall F8F9F9F9F9 ABBREVIATIONS: TP = Top Of Pilaster Elevation TW = Top Of Wall Elevation TG = Top Of Grade Elevation TF = Top Of Footing Elevation t, AS-BUILT " DATE, 1211,101 : : H O w A R D : : DAAl'IN. 6'1', "6/-Jl::H J06 NUM6ER, 2100.60 • • • A s s O C I A T E s • • ♦ • • landscape architecture REVl5ION5, rh 2 !, l Y 88B0f]D •~• lllei:;11 drive ~ultJ 350 ~,.,, diegu c,, 92101 (ii51 718 %GO P.E. EXP, __ _ REVIEWED BY: INSPECTOR DATE DATE 14.5 Gf ■ ■ • ■ • =t ::'~!'---,-~~--L ■ I.Jj i ■ ....J ,;----s: -·----"'-/------------'!, If'------■ 0 -1-4'"---.-"0 "~r· ::;t~---=--=.-:=-=..-=.-=.~¥----~=========~ _ _ • ,-..J " '< "?fL -_6 --~~~<§>===_=. ::-==c.... i ~ ---~ ----2·7-31 -~ ------,--------~~ ·---~ --------------_\_ ---------------■'I ~ ~td~ ■~ ----w=------------ _l_f_l_ -_s~_ ---t----6(------_112_ -CUR~~---+----. !~(J_ -~-----= ~ 60 -~ I '/ ,=A : : ft .. ' --, I ~~'Vi, , I --.:;~~- "'-".' I, 0 i ON ROAD =~ 60' Scale 1 = 20' -------------r -- ---------L___ _______ _ North ,:;..r/2•1 > ,._, --► "-~-~,""";'~-=~-~c.J/ , '~~f') f ~~~~~ ~,.-~'.:MV; -;::·-;~-- ;'S<. / ,1/',.;;, ,; t/}Y~ 'l-' , 1 \ Bus Stop. Not a Part s. Not a part ■ . ---,, ' .._ ~-: , v)I ,, Key Map ,--1Rightof a Retaini all per eng?'neerin J 4 9 J't8 __ --\·---- --CU/38 _____ J 1 _ --/f>.@----r ---.--· - 0 i Scale 1 "20' North NOTES: See Sheet F2 For Specifications See Sheets F8-F10 For Construction Details BENCHMARK: ROB[RTSON RANCH ARTfRIAL STRf[TSCAP[S DESCRIPTION: LOCATION: STANOARO 11-1/J STREET CENTERLINE HElJ. IION//MENT CENTERLINE CF a CAIi/NO REA£ AT ENGINEER'S STATION 454f92 PEH R.S 1800-1 RECORD FROM: CO//NTY BENCH LEITTS (Na CO/JNTY VERT. CONTROi. OA TA) ELEVATION: fi8.47fJ OAT/JAi: 1/.S.C. <l' G.S. DATE INITIAi. ENGINEER Of WORK REVISION DESCRIPTION • CMWD __ -__ _ ... , I' : 1' I , '· ! ' i I I I ! I ., I i I I I I I • , I I ' I I I ' . I I :,1 I •' I I I ' .J ' I l . ,· ' ' I l • ., ~ i ' ' ! -~ > , ' I ' "i I l j ·I ' l i, I I 1 ,:! ' ' ·\ ,, • t ,, I j ! ' , i I ,,I I , ·I ; ' , -! , . ' l I 'i I i ~ I ~ ' I ¥ I ' ~ I ~ ; ! i • ' ' ' ' I 11 i 11: 11 I ; I I I f"""T"'" ----- i ·- ---I (5, 159 LEGEND (fiffif!i) a 12" Square Split-Face Block Pilaster F8F9F9 -With Stone Veneer on Sides Facing Public Street o 12" CMU Pilaster ~ -With Stone Veneer All 4 Sides F8F9F9 . ~ Spilt-Face Block Wall ~ ABBREVIATIONS: TP = Top Of Pilaster Elevation TW = Top Of Wall Elevation TG = Top Of Grade Elevation TF = Top Of Footing Elevation /60 76/ CURB ----• -------1-------~----------- r,'r, I---------"'-,_-------+---------1----------,,/4-------+--------t ,h APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 0 10' i i Scala 1 = 20' North ,211,10, : : H O WAR D: : DAAJ,,IH 6Y, C-6/JEH DATE, J06 NUMBER, 2100.E>O ♦ ♦ • A s s O C I A T E s • • • ♦ • landscape architecture FII-E:, REVl5l0N5, rla 29lP ~',: t-• ~ Iii 'l •• Q:: SIGMA.TURI • • \-...... CJ\\.\ "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD 11-10 STREET CENTERLINE ~LL MONUMENT CENTERUN! CF £l CAMINO REAL AT EJIG/N!IR'S STA l!ON -154+ 92 P£R R.S 1800-1 RECORD FROM: COUNTY 8£NCH L£vEI.S (NO. COUNTY ',,fRT. CONTROl DATA) ELEVATION: 68.-179 DATUM: /J.S.C. ct G.S. 60' Scale 1 = 20' North NOTES: See Sheet F2 For Specifications I .'J~ ' ' _.-3:c. ::;="' See Sheets F8-F10 For Construction Details ■ DATE INITIAL DATE INITIAL ENCINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL '" -~~- ·"' Ii ' • I ~--~, •·s~ -~_fi{k -, , ~ ~ eY Map \ ~--"'•''"' r.;;~~~... ..., '-1.. ~\}~ ~ . ./-- --_;.:;J::::.W-""~ I ) \"-\~ ;;; ~ .-1/'- , Lill CITY OF CARIBBAD ill] 4 PLANNING DEPARTMENT 3 P£RIM£T£R WAU CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES IAPPW.:'~ &. ~Le-it I t-~1. ~e DATE PLANNING DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL CHKD BY: CT 02-16 4JJ-6AI CITY APPROVAL RVWD BY: - , , , I", 1i l :.'i' . , 1:- l i' ,: .: I,,,. l · '.1 • ,I 11·1 : i i I APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ------------1---------------------- :-< I . I I I ---- >,;,,,,. ----\-= ,9 ----I -,,,, "°' ~ .,..,..~ -co ~cc--,.. 7. . >.~~.....,_-i-<c~jF-,1',,---->,:',tl',~~-~~'~'-"GS': -•• 6'7 ·'?,...., . -- >, 6',,:,',; ',;-=-r--- ------1---- 8 jjj LEGE L VD Seal 1 = 20' I ----------------------__,,,,,_ ______ --_________ ! -------____ J __ [_J _____ J_ ____ _ ------i------_J ___ J ------~-------,-- ' ,..J,? ,..11, .<-);,...Q .<-Q 7. ~ ?i:;(O ·'?, );,...Q ------. OJ:> -.. 6'_.. - --1 DAT!;, 12/15/01:: HO w AR o:: DRAHN 6Y, C-6/Jl;tf ...106 NUMBER., 2100.f><;I • • • A s s O C I A T E s ♦ ♦ ♦ • • landscape architecture FILE, RfVl5ION5, rla 2919 8880 ria •<111 dlega drlvc 81.lllC 350 ai,11 dlq;:a ca 9210B 619 71B 566(1 --------- C BLV r I ----\---------- LEGEND IJ 0 ~ 12" Square Split-Face Block Pilaster 7=8F9F9 -With Stone Veneer on Sides Facing Public Street 12" CMU Pilaster ~ -With Stone Veneer All 4 Sides F8F9F9 0 I 60' Scale 1 = 20' North Split-Face Block Wall ~ F8F9F9F9F9 ABBREVIATIONS: NOTES: See Sheet F2 For Specifications TP = Top Of Pilaster Elevation TW = Top Of Wall Elevation TG = Top Of Grade Elevation TF = Top Of Footing Elevation See Sheets F8-F10 For Construction Details "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANOARO 11-1/J STREET CENTERUNE Ml1. MON/JM£NT LOCATION: C£NTERUN£ iY a CAMINO REAL AT £NC/NEIR'S STA l!ON 45,f.+ 92 PER R.S 1800-1 RECORD FROM: CO/JNTY BENCH IEVELS (NO. COUNTY VERT. CONTRa OATA) ELEVATION: 68. 479 OA T/JM: /1.S. C. ,t G.S. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CURB E I ------_AiEDJAfj ___ _ ---- : .'· . "'.f'I I -'.~~~--_,,." \,.. ...., ';,"'_,"-;~ ·-0~ I --,~ ,r·_.r -'-r ,~ _, .. ,.-~...c::-. .;-:.,,;_,c-,."-:C."'--'•:~. ~-.._-, frl /' , \ ; • ~-, 1• -,''i~I~;;_; ' key Map -·~-~·~~~~! I) \~'s~-:s ~- WJ CITY OF CARLSBAD ill] 5 PLANNING DEPARTMENT 3 PERIJ.IETER WALL CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APP~~..( ~-~\~:ft: I "!-~\•'°!> DATE PLANNING OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: CT 02-16 4JJ-6AI CITY APPROVAL RVWD BY: CMWO __ ---'--· f --- I i ' ------------- ' ; ! ,,.. PA 15 -Prevailing w_y,g '7"'CT"+-,+-1 _This.. ection to P-!fevailing~ Wage Line on Sheet F3 I 0 I 10' 20' 60' 11 • -■S■c■al■e ■1 ■=■2■0•••1 North I-@ key Map CD SPLIT F'AC-E SOUND V'IALL G-~ @ CONCRETE FOOTING@ ® PILASTER G,y I ) t-,-----, ['fl ~~--- ~~(j '\ ~-al',-- ---~ ~~-l~~ -~ 0 CONTROL JOINT t[:~'."I'.:='.:r°::r:~:::J::::J::;i:;i';"t:;-:t:;-:t:;-:t:;-:t::;-f-f±+---{ 1 @ EXPAN5ION OOARD • • • ' • • ' • • • • ' • • • . . (~) Section H-H -@ I I I I 5 (~)Section 1-1 @ EASEMENT ' . • . . ' G) FINISH GRADE _J_ r- i ' ~ ., ,.. • • • 4 • . ' • . • ' 5 . • NOTES: See Sheet F2 For Specifications NOT TO ;,CALE CD SPLIT FAC-E SOUND V'IALL G-~) @ CONC-RETE FOOTINC@ @PILASTER @ 0 CONTROL JOINT © EXPANSION EIOARD @EASEMENT G) FINISH GRADE NOT TO ;,CALE See Sheets F8-F10 For Construction Details Scale 1 = 20' North LEGEND ~ 12" Square Split-Face Block Pilaster 7=8F9F9 CJ -With Stone Veneer on Sides Facing Public Street o 12" CMU Pilaster ~ -With Stone Veneer All 4 Sides F8F9F9 ,:, ' z,-.~: ;?._ -l--~:r~- <'. 1 ' . \ I ' ' ' ' , I [j:>' '-' ~ )j 1 I I 1 . ~ Split-Face Block Wall ~ ,> v/if', ~-,f~~~,--:-i~~ 1;, ~~~~~~~ ABBREVIATIONS: TP = Top Of Pilaster Elevation TW = Top Of Wall Elevation APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE:, 1211'101 : : H O w A R D: : DAAHN 6'1", c:;e;/JC:H • ASSOCIATES• • ♦ ...106 NUM6ER, 2100.t>o ♦ ♦ • • landscape architecture FIL£;: rh 29 l 9 8080 r:o tltltl dlega 1friVO ~UlU llliO u1,i dlegp ~I !12108 619 718 %(JO REVl5ION5, "AS-BUILT " P.E. EXP. __ _ REVIEWED BY: INSPECTOR DATE DATE ----- \ --~-----------,--!- f i D BENCHMARK: DESCRIPTION: LOCATION: STAN!JAR!J M-10 STREET CENTERUNE 1'£11. MONUMENT CEN TERUNE rF EL CAMINO REA£ AT ENGINEER'S STAllON 454f92 PER R.S ! 800-1 RECORD FROM: COI/NTY BENCH lt:11:l.S {Na COIJNTY 1/ERT. CON!ROi. !JATA) ELEVATION: 68.479 !JAT/JM: /J.S.C. <I' G..S: : I \ l I \ L DATE INITIAL ENGINEER OF WORK ~ I c:r-~ \ t:J "--- -----7- ~-'\'\'9'i--:~- --1--- SIDEWALK DATE I \ ' I ' MATCHLINE 'A' -SEE SHEET F3 '\_.,,, / \ --1 \ ,{o \---------'\I,. WIND . ---' ,.,.-- ~~ __,..-,,.. u> ·JOJO\ I MEDIAN TRAIL ■ I -------r I / I I I I I , WAY ---------- CURB MEDIAN ·-------------,-------------t--- jj HILLTOP STREET WJ CITY OF CARLSBAD LTIJ 6 PLANNING DEPARTME:NT 3 P£RIM£T£R WALL CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APP/3r!t{ q. ~l\~it t:,Z[,ef:,I : PLANNING DATE: DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CllY APPROVA~ RVWD BY: CT 02-16 4.JJ-611 CMWO _____ _ ' l ' ,':Ii ! ' 11' ,," 1·1•., , " I ,Id ,!l,11 ! I I-·-· ,111. ,if,11'1'' I I 'I , I ,., ' ~ l'_,1·1;'. l·j·'.!·1.'·'.li. ' 11,,i1>11: ' 11 •I''.',,, I I I'·' I !":l'i 1 I .!: ' ! I. ii· !1 'J ii,, i ! .d.-1,, \i ~ NOTES: SEE SHEET F2 FOR SPECIFICATIONS SEE SHEETS F8-F10 FOR CONSTRUCTION DETAILS LEGEND ■ Existing Pilaster @ -With Stone Veneer Added on All 4 Sides Proposed Pilaster ~ -With Stone Venee~ Existing Split-Face Block Wall (to Remain) Proposed Split -Face Block Wall ™ 0 20' i ' Scale 1 = 40' APPROVED FOR PLANTING AND IRRIGATION ONLY 1211!5101 ·.HOWARD.· .. ·• DRAr-lN 6Y, e,e;/ Jf!H ♦ • DATE, ' INCLUDING PRECISE LOCATION OF PLANTING AREAS. Joe NUME>E~, 2100M • • • A S S O C I A T E S • FILE, • • • • la n d s c a p e arch it e c t u re 8880 rio aa Ill d ~la 291V REVJSIONS: n ego the> 111.litc, 3fiD ~1>11 dhgo c• 92108 619 na ~6i>CI 120' i "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE ------ BENCHMARK: DESCRIPTION: STANOARO Al-10 STREET CENTERLINE Ulll MONU!Jt:NT LOCATION: CENTERLINE !F El CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S 7800-1 RECORD FROM: COUNTY 8ENCH /£VRS (NO. COUNTY !£RT. CONTROL OATA) ELEVATION: 68.479 OATIJM: /J.S.C. ,t G.S. / / DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION li-Jjff()) -==--- / DATE INITIAL OTHER APPROVAL • 1i'!-,l[l ___ 1'ill_ I -I . ·i ( -~ I . "'--i,j FROM GHT OF WAY LINE- ---,-- , 1~ ' ·-' ~~, irjf ,,,\'c0 ·I,w-, , d(,<<_,,,.._,, !) ) \ '-;. -.:..'..../\ . --\\\ ~:::_ -.;,,_:-,,,_~ I ~\'.""-~: ;;._,..;.;.Y ______ ... ·1·1·1· 1"'·· i ii "I! 1' 11•··1 · ,, ~ I ,I :i•il I 111 I : I ' I '!.,,I. l.·1··,•' 'I I,, "'•·' ' 'II I'·'• I i 11 1,,_; I,, I' •'I "I ' I 1. · .. " '.!,! 'I'-'' Lill CITY OF CARLSBAD ill] 7 PLANNING DEPARTMENT 3 P£RIM£Tfll WAU CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPff ;:f J c, , EJ \=4t I 2•'2,(,,;,f!, PLANNING DATE OWN BY: DATE INITIAL PROJECT NO. DRAWING NO. CHKD BY: er 02-16 CllY APPROVAL RVWD BY: ,f.JJ-611 ' CMWD -. ----- I • " ' ------------ DESIGN CRITERIA: FOR 70 & 80 MPH EXPOSURE C WIND CONDITIONS 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF +!NCR FOR WIDTH & WINO OR SEISMIC LOADING 2 ALLOWABLE LATERAL PASSIVE PRESSURE= 250 P<r 3CONCRETE/GROUT STRENGTH = 2000 PSI @ 28 OA Y.S. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS ANO SMALLER GRADE 60 FOR #SAND LARGER 5. SEISMIIC -ZONE 4, 1 KM FROM TYPE A ORB SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USEO • NO SPECIAL INSPECTION REQD. NOTES: TOP OF PILASTER PER PLAN ----.. ~ 1. CONCRETE BLOCK FOR SPUT·FACE SHALL CONFORM TO UBC STD. 21-4. ORCO ST/.J. SPUT FACE. CONRETE BLOCK FOR STONE VENEER PILASTER SHALL CONFORM TO UBC STD 21-4. ORCO STD. PRECISION. 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TOJ-1/2 PARTS GRAVEL W.lTHA MAXIMUM OFJ-1/2 GALLONS OF WATER PER SACK. PORTIAND CEMENT SHALL CONFORM TO ASTM C 1SO TYPE I.VV. Fe= 2000 PSI 4 • PRECAST CAP STONE VENEER EXTERIOR SIDES OR All SIDES {AS PER PLAN) 12812 PILASTER CMU -SOLID GROUTED (2} #4 VERT DROP-IN BARS NOTE: WHERE PLAN IND/CA TES STONE VENEER ON All SIDES. ADD STONE VENEER AND BATTER TO All SIDES AS SHOWN 1-- I- ' • I I (;,-/ ~ 3. REINFORCING STEEL SHAU BE OEFORMED AND CONFORM TO ASTM A 615 (,RADE 40 FOR #4 BARS AND SMALLER, vRAOE 60 FOR #SANO LARGER. PROVIDE 40 BAR OIANETER LAP FOR vRADE 40 REBAR AND 48 BAR OIAMETER LAP FOR GRADE 60. ~ / , / / / ~ V V V ~ ~ ~ ~ ~ ~ ~ / I/ I/ / ,, ~ [/ / / / ~ / / / / / ~ ~ 2" WIDE x 4" HIGH x 16" FASCIA TO MATCH CAP 3" CLR. 1--1--- 2 4. REBAR SHALL BE CENTEREO IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED U.N.O. 5. CONCRETE BLOCK SHALL BELAYED IN A RUNNING BONO PATTERN WITH VERTIC4L CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CEUS CONTAINING VERTIC4L REBAR SHALL BE SOUD vROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO. 21-A.1 PART CEMENT TO 1/2 PARTUME T04-1/2 PARTS DAMP, LOOSE SAND. 8. vROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS SAND {GROUT MAY CONTAIN 2 PARTS 3/8' PEA GRAV<=L IF WEATHER CONDIDONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFIGENT TO ALLOW GOOD GROUT FLOW?. WATER SHALL BE ADDED TO PRODUCE GOOD GROUT ROW WITHOUT SEGREGATION OF THE CONSITUENTS. 9. BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS Pt..ASTIC 10. FOOTING NUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON CONPACTED FILL w.lTH A MININUM CONPACTION OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE REAOY FOR CONCRETE AND All REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VER11C4L IS IN PLACE ANO THE BLOCK PILASTER IS REAOY TO GROUT. 12812 PILASTER CMU -SOLID GROUTED ~ 1 MAX. I I I- \ \ (2) #4 VERTICAL -AS SHOWN • u \..., ~- I'--~ #4 HORZ CONT. FROM 6' HIGH "'--WALL RUN THROUGH PILASTER FOOTING. l' TO DA Yl/GHT . 1 '-3" SQ. MCMILLIN CONST. ROBERTSON RANCH CARLSBAD ofESS/ s. << ..,. -"t- <.'.J -.. --rn ~ I-Cl) ; C31925 Exp. 12-31-2008 / V\ F CA\. rA'lf....._12_'_' s_,a-. _o_rc_o;;;,,,.;.S.._0_·11t_• _Fa_c_e_P_i_la_s_te_r ______________ ~~~~ NOT TO ¾ALE "' ~ APPROVED FOR PLANTING ANO IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATI::, 12/IS/01 : : H O w A R D : : DRAHN 6Y, ce,/JEtl JOB NUMBER, 2100.60 ♦ ♦ ♦ A s s O C I A T E s • FIL"', ♦ ♦ • • I an d s c a p e arc hi t e c tu re i.;,. rl• 211111 REVl510N5, ~ """""'"" &/<'J [,>\ ~ $GNA1UII! . . \-+--'!' ,-=-..... , CAI-' "AS-BUILT " P.E. EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE FOR 70 MPH WIND @ EXPOSURE C ( . ' ' ' / I/ I/ / I/ I/ I/ I/ I/ I/ / I/ I/ I/ I/ / V V / V V V V / V / V V I/ V / • ~ , ,, ~ ~ I/ ~ I/ :t I/ I V I.Q / I/ , I/ I/ V , I/ I/ I/ / V / / v / V V ,. / / .. V V V V V V V V V I/ I/ I/ I/ V I/ / ~ ~ / / / V I) V V / / / !/ I/ I/ I/ I/ V / I/ I/ I/ / I/ I/ I/ I/ I/ I/ V / I/ V V ~ ✓ V V V TOP OF WALL PER Pl.AN 4"PREC4STCA p ORCO 6816C 'MU GROUTED ONLY@ VERT STEEL #4VERTDROP -INBAR@40" FOR 18"LONG 0/C(36"0/C CMU) #6STOJOIN T REINFORCEMENT @ 'I.ACES) PER UBC STD, 5 STD. FOR SLUMP 24" 0/C (3 p, 21-10. USE# BLOCK #4DOWEL@4 o•o;c 8"LONG CMU) (36" 0/C FOR 1 8+1'· 8" ~ V I/ SETBACK ,, SEE a/ART / , • I/ V 'SI-/ I/ . . ' , ' 1 - 1 1 I I I I I I/ ~ 1-" I/ ' . / ' '. ' • I I I I I I ~ ~ ~I ~ ii ~ ~! ~ l"\I #4 HORZ. CONT. • ~c§ ~ £Q ~~ . F-s .~ 7'TODA ' . 8" CONT. ( B) Oreo Wall System Site Wall BENCHMARK: DESCRIPTION: STANOARO 1,1-10 Sll/E£T CENTERLINE Hfll MONUMENT LOCATION: CENTERLIN£ OF £l CAMINO R£AL AT £NGINE£R'S STA T!ON 454f92 P£R R.S 1800-1 RECORD FROM: COUNTY 8£NCH LEV£LS (Na COUNTY V£RT. DAio INITIAL YLIGHT DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE 3 1500 PSF + JNCR FOR WIDTH & WIND OR SEISMIC LOADING 2 ALLOWABLE LATERAL PASSNE PRESSURE= 250 PCF JCONCRETE/GROUT STRENGTH = 2000 PSI @ 28 DAYS. 4. REINFORCTNG STEEL ; GRADE 40 FOR #4 BARS ANO SMALLER , GRADE 60 FOR #5 AND LARGER 5, SEISMIIC -ZONE 4, 7 KM FROM TYPE A OR B SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH, HALF STRESSES USED -NO SPECIAL INSPECTION REQD. MIN. FOOTING DEPTH FOR 7' TO DAYLIGHT WALL@ WALL@ WALL@ SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2 T01 3'-6" 3'-0" 2'-6" 3 T01 2'-4" 2'-0" NOTES: 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD, 21-4. ORCO STD. SPLIT FACE BLOCK· 6" WIDE x 8" HIGH x 16" 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2-1/2 PARTS SAND TO 3· 1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER 54CK. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE IW, Fe= 2000 PSI 3. REINFORCTNG STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHIOf IT IS LOCATED. S. CONCRETE BLOCK SHALL BE LA YEO IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. All BLOCK CELL CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7, USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO. 21-A.1 PARTCEMENTTOJ/2 PARTUME T04-1/2 PARTS DAMP, LOOSE54ND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO 3 PARTS 54ND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONDIDONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFRGENT TO ALLOW GOOD GROUT FLOW), WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WITHOUT SEGREGA TIOfV OF THE CONSITUENTS, 9, BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE THE CONCRETE IS PLASTIC BLOCK STEM MAY BE Pl.ACED TO EITHER EDGE OF THE TRENCH TYPE FOOTING. 10. FOOTING MUST BE POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. RRST INSPECTION TO BE AFTER FOOTING TRENOfES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTICAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPAGNG: 20' 0/C AND AT ALL 12" SQ. PILASTERS. MCMILLIN CONST. ROBERTSON RANCH CARLSBAD oFESs, S. --z.. '.!>._ --rn ~I-(/)~ C3l925 EXP. 12-31-2008 / V \ CA\. NOTE: ALL EXPOSED WALL SURFACES NOT RECEIVING STONE VENEER SHALL BE SPLIT FACE. NOT TO 5CALE CT[] CITY OF CARLSBAD LR] 8 PLANNING DEPARTMENT 3 P£RIM[T£8 WAU CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STR[ETSCAP[S APPa:f,4 '3:, ~\...;-\r t· ,e.\, ~~ PLANNING DATE DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. CONTRa DATA) ELEVATION: 68.fl9 DATVM: II.SC. .t C.S: CHKD BY: CT 02-16 4.JJ-611 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: CMWO __ -__ .::_ ' 1m11t Ill'[ i:!11 !l'l 11 :'1111 ! 11 i if:f I ' ' I I ti ( PRIVATE LOT r,;\ PILASTER CAP \::../ FLUSH J,'IIITH TOP OF Yi.ALL CAP ~ ~ q_ PLJ6LIC SPACE) -,.:.I~=-, filT~~-Yi.ALL Cl'-P 0 I r;\ 2"Hx4"V'lx16" I \.:_/ FA5CIA TO I I MATCH CAP I : 0 W SPLIT FACE -i I -~ PILASTER 1 : 0 6 SPLIT FACE Fe Yi.ALL STONE © VENEER ON PU6LIC FACING SIDES ONLY ® 771 1 'T!;:-f Tfu~ --------·-r --- r,;\ PILASTER CAP \::../FLUSH J,'IIITH ToP::;:=t=~=Jr:::_~~-=-==-=----Yi.ALL CAP OF Yi.ALL. CAP 2"Hx4''V'lx16" r;\ FA5CIA Tor \.:_/ MATCH CAP J__ ,r;;\ SPLIT FACE__;==j- \c.../ PILASTER 0 SPLIT FACE ----.~---i Yi.ALL PRIVATE: PACING SIDE © STONE VENEER ~~ FOOTING--W (OUTSIDE OF ~ PROPERTY LINE) 0 SPLIT FACE Yi.ALL II I I I SECTION T ical Pilaster -veneer Public Facing Sides ( PRIVATE LOT PU6LIC. SPACE) PILASTER CAP ---l<"""'+"""-o r,;\ FLUSH J,'IIITH TOP Yi.ALL CAP 0 \::..I OF Yi.ALL CAP 0 @ CMU PILASTER 0 W SPLIT FACE ~ J,'IIALL FOOTING----;:;:;: W (OUTSIDE OF ~PROPERTY LINE) r;\ 2"Hx4"V'lxl6" \.:_/ FA5'-IA TO MATCH CAP E:LEVATION TOP SPLIT FACE PILASTER NOTTO SCALE . , ELEVATION 2" MIN. l TYP. --------------, 2" MIN. TYP. Q)PILASTER@ @sToNE © VENEER ®~j~NRYW Yi.ALL \EV 0 FINISH GRADE ------------~- FINISH SCHEDULE 0 6" CONCRETE MASONRY WALL UNIT TYPE: "LA PAZ" SPLIT FACE BLOCK (2 SIDES) ® 0 0 0 © 12" SQ. CONCRETE MASONRY PILASTER UNIT TYPE: "LA PAZ" SPLIT FACE BLOCK (ALL SIDES) 12" SQ. CONCRETE MASONRY PILASTER UNIT TYPE: CMU CONTINUOUS WALL CAP TYPE: 8X4X16 BEVELED CAP (ORCO) COLOR: "LA PAZ" PILASTER CAP TYPE: STEPSTONE, INC. PEAKED PILASTER CAP COLOR: "LA PAZ" INTEGRAL COLOR SIZE: ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2" OVERHANG ON STONE VENEER PILASTERS STONE VENEER TYPE: ELDORADO STONE-SANTA CRUZ COASTAL LEDGE (CUSTOM MIX FOR McMILLIN HOMES #855) Split-Face Wall with Stone Veneer Columns COLOR: CUSTOM COLOR FOR McMILLIN HOMES #855 GROUT: STANDARD RAKED JOINT WITH 1/2" WIDTH - ct_4fi, e," = 5' lfl GROUT COLOR: VENETO -1 BAG VENETO COLOR (AVAIL: ELDORADO STONE) AND 1 BAG OF 94LB. TYPE S MORTAR 0 WALL FASCIA TYPE: STYLE TO MATCH WALL CAP COLOR: "LA PAZ" INTEGRAL COLOR OR PAINT TO MATCH SIZE: 2"W x 4"H x 16" WALL NOTE: PRODUCT SUBMITTALS REQUIRED 0 FOR ELEVATION DIFFERENCES> 9', AND 4:1 OR STEEPER, USE PILASTER AT OOTTOM OF SLOPE. FOR ELEVATION DlrFERENCES <9' DO NOT USE PILASTER AT OOTTOM OF SLOPE, 6UT DO USE CONTROL JOINT AT ELEVATION ANGLE POINT @ CONTROL JOINT (20' 0.C. MAX) @HALL @ {j) CENTER Pl STER ON PROP. LINE NOTE: ALL EXPOSED WALL. SURFACES NOT RECEIVING STONE VENEER SHALL BE SPLIT FACE. TRANSITION FOR SLOPES FLATTER THAN e,,1 , TRANSITIONS FOR SLOPES ®PILASTER (A',, ~ e,,1 AND STEEPER T ical Pilaster -veneer All Sides NOTTO SCALE ~0 ~,_w_a_l_lE_l_e_va_t_io_n_T_r_a_n_s_iti_o_ns ____________________________ -__ "-. ~ NOT TO SCALE e"@ PILASTER ONLY 1, ~~ r Jr;:::::::::::;--af;=::::::;-;:=f::,~ r.==::f ~ ±1/:2" 11 SEC.TION NOT TO SC.AL.£: CD EXPANSION JOINT @ STOP HORIZ. REINF. 6ARS @ EACH SIDE OF C.ONTROL. JOINT ® VERT. REINF. eAR IN CEL.L EAC.H SIDE OF JOINT AND GROUT CELLS {j) JOINT FILLER ® HORIZ. REINF. eARS CONTROL JOINT @ 20' MAX OR EQUAL SPACIN~ AND AT GRADE DIRECTION CHAN(S.E;, ELEVATION NOT TO ¾ALE (E),__W_A_L_L_C_O_N_T_R_O_L __ J_O_IN_T _______________________ _ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATI:, l2/l:5/01 : : H O w A R D: : DRAHN 6Y, G-6/..IEH Joe NUM6ER, 2100.60 • • • A S S O C I A T E S • FILE' ♦ • ♦ ♦ I ands cape architecture d•29l9 1:1860 rl11 11~a d!ego drlvo aulto <150 U,A dl.,.:o ca 921U8 bl9 "/18 %bll REVISION;,, ~ ,ill -~ :%.. ~ ·1-,,-..;:. -, -...,,,,--1 ~ -::. (.!) --p r!l ~ . ~ * CAl,.I "AS-BUILT " P.E. EXP. __ _ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: LOCATION: STANOARO II-HJ STREET CENTERUNE 11W. MONUMENT CENTERUN[ (F El CAMINO REAi. AT ENCINE£R's STATION '154+92 P£R R.S 180/J-I RECORD FROM: COUNTY BENCH l.£ITTS (Na COUNTY V£RT. CONTROl OA TA) ELEVATION: 68A7/J OATUM: 11.S.C. o:t C.S. X < !--;i. 'I-!- -I = -'t (}=) Typical Wall Section for Slopes DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER Or WORK REVISION DESCRIPTION OTHER APPROVAL Cl1Y APPROVAL CD SPLIT FACE SOUND Yi.ALL G~ @ CONCRETE FOOTIN~ G~) ® FINISH (S.RADE 3 NOT TO ¾ALE urJ CITY OF CARLSBAD Lill 9 PLANNING DEPARTMENT 3 PERIMETER WALL CONSTRllCTION Pf.ANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APP~_:'f., ~ & ' t-~l.Jt PLANNING t•'A · e'f, I DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: CT 02-16 W-611 CMWO __ -__ _ i I , I ' ' _,,,.,, LOT 2e,e, -re 1e..oio ---------------------~- LOT 2€>1 - T6 1"1.40 CD PILASTER@ @ SPLIT-FAC-E V'!ALL @ ® FINISH GRADE LOT 2e,e, -re e,o.!;O , , (A)Section A-A ELEVATION W.5 ( C) Section C-C ~ 3 -~ ..._ --------7 -b3.B3 I ~ I I ~ ._J .> I ~~ 11.o~ ~~ --=-__,,___ Section 0-0 --=-(o) • rm 141.:33 • 20" MIN. ' I. i ! ' • • • ~ • ,. /F6 IB5.0 ($)Section E-E I j---© I_ ' • • • • • . • . ;, • ( G) Section G-G L_···-·--·--i·'"'-·1 --,---,. · ---- : '! 'i : !. ' . l"<D . 4 . • • . NOT TO 5C-ALE 1"1.B~ ~ I 13.5\ ~ ' ' ' = Ill _, II\ ®\ - I 0---i -'-~-'-.---'--;---'-r---'-------'-r ' I --- 1 . . -TH 100.61 ' Cl = Ill _I • ;, II\ I--I QsD Section B-B z: ® ~I CD PILASTER ~ rul ~I @ SPLIT-FAC-E V'!ALL <I ® FINISH GRADE ®\ ' -'.- J sl) -TH IOI.BB ~ -TH 101.:33 TH 101.33 j -- ' ' • "-CD J ._I) @\ "-Fe "15.0 ELEVATION 0 lVEIULAR STEEL GATE -CONTRAC.TOR TO PROVIDE SHOP DRAt"llNGS FOR GATE TO MATCH DETAIL H/FIO. 1b.5 I CD PILASTER FGJ @ SPLIT-FAC.E V'!ALL @ FINISH G>RADE ,. ,. 20" MIN. TH 14600 ~ -= . " ' l'-0 F6 IB"l.61 \ CD PILASTER® @ SPLIT-FAC.E Y'IALL @ @ = I sl) TH 82.61\ = () I II) . I-@ ' I ® FINISH GRADE NOT TO 5GALE Q=) Section F-F CD SPLIT FAC-E SOUND V'!ALL@ @ C,ONC,RETE FOOTINc,@ @PILASTER ® G) C,ONTROL JOINT © EXPANSION BOARD © EASEMENT G) FINISH GRADE NOT TO 5GALE BENCHMARK: DESCRIPTION: STANOARO 11-llJ STREET CENTERUN£ HELL MONUMENT LOCATION: CENTERUN£ OF El CA!J/NO REAi. AT ENCINEER's STATION 454+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH Lfl£LS (NO. COUNTY vf:Rl CONTROi. OA TA) ELEVATION: 68.479 OAllJM: 1/.S.C. ot 6.S: DAT!=: 12/15/01 DRAl'IN 6Y': ce;/.EH J06 NUM6ER., 2100.e,o FII.E, REVISIONS, DAll INITIAL ENGINEE~ OF WORK ' = 9 sl) [TH 104.~1 fTH I04h1 {TH 105.3 ' ' = = <I;) J • > • J Ill I sl) in I sl) II) . CD PILASTER® \F6 "l"I.O F6 "18.3 @ SPLIT-FAC-E Y'IALL Er~) ® FINISH G>RADE NOT TO SCALE TH 82.61 TH 82.0 3 ~ ' - I I I -= _I ~ II\ ~16.IO EkEVATIO!:::I NOT TO 5C-ALE 0--1 ::HOWARD:: ••• ASSOCIATES• • • ♦ • landscape architecture da 291 g 111180 rio inti die,:a drivt: ~u!H SliQ aan dieg11 ca \l2J08 6111 71.11 \l660 DAll INITIAL DAll INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NOTE: ALL EXPOSED WALL SURFACES NOT RECEIVING STONE VENEER SHALL BE SPLIT FACE. r----------- 1 ELEVATION NOT TO 5C,ALE (j) ~ &TEE!. PO&T WITH CAP.~· PER CONTRAC,TO~ $HOP D~IN9 ' @ ;a• O.P. RC>Vt-lP e;AL.VANIZEP TVfll!l,AI\ &TEE!. FAAHI!: . ® :1/4' O.P. RC>Vt-lP PIC~T$ • 4.11:2' O.C, MAX. !;,PACI~ - 0 CONCRfTI: FOOTI~ • =-1..0Pe TOP C>l" DRAIN • ~ PER CONTAACTOI'<'$ &HOP DRAWIN1' - @ FINISH ~f<AD!: © HIN~• A:!/ PER CONTRAC,TO~ $HOP DRAWIN1' G) LOCKA6!..E LATCH NOT!:, PAINT WITH :2 COAT:!> 01" l'W&T RE&l&TANT Pf<IMl;R At-IP FIN1$H COAT (el.ACI<',) Tubular Steel Gate [li] 0 CD SPLIT FAC.E SOUND V'!ALL Cr~) @ C.ONC-RETE FOOTIN<S-@ @PILASTER ® 0 C.ONTROL JOINT @ EXPANSION BOARD © EASEMENT G) FINISH G>RADE NOT TO 5C,ALE: APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARLSBAD Lill PLANNING DEPARTMENT 3 PERIMETER WALL CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES IAPPM:':t( q, ~\.At PLANNING Z•'2-\ • e> b I DATE. OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 02-16 .f.J3-6M RVWD BY: CMWO __ -__ _ ~,10 • ( ( ::c ( I ( ( , ( I ( ( ( ii~ I ( ( = 'IJ_ ( " MIN. Ji~ I ( N() ( ( ~ = ( II) ( ... --------------------------------------------------.. ------- 0 16"Xe,"Xl6' C.MU EILOC.I< eROUT ALL [TI C.ELL5 50LID 0 4''X24" SG!. PREC.A5T C.ONC.RETE: m CAP -OOTTOM OF CAP TO 6E 2" HleHtR THAN ADJAC.ENT Y'IALL 0 C.ONC.RETf FOOTING 0 FINISH SURFAC.f OR EXISTING eRADf 0 SEARING C.APAC.ITY PER 501L5 REPORT 0 (I) #4 EAC.H C.ORNER 0) 11;5 HORIZ @ 24" 0.C. . 0 (I) #4 DOV.EL EAC.H C.ORNER 0 TOP OF ADJAC.ENT Y'IALL @ STONE VENEER (ALL SIDE5) [±] .. ~ 0------_ '1~ ' -----i I I I I ~-------~ El.~ NOT TO 5CALE ADJAC.ENT HALL H D HEleHT 4' 4'-6' 2'-0" 5'-0" 5'-6" 2'-6" 6'-0" 6'-6' 2'-6" 1'-0" 1'-6" 2'-10" e>'-0" e,"-e," ;l'-0" OUTSIDE! OOTTOM EDG-E OF FOOTING SHALL 6E A MINIMUM OF i'-0" FROM FACE OF 5LOPE l'IHERE OCC.UR5 ~A"'l.,_P_i_la_s_te_r_-_S_o_ut_h_o_f_C_a_n_no_n_R_oa_d_O_n_lv ______ _ .._ ..,i NOT TO SCALE FINISH SCHEDULE -South of Cannon Rd. Only OJ m CONCRETE MASONRY UNIT TYPE: "LA PAZ" SPLIT FACE BLOCK AVAILABLE THROUGH: RCP BLOCK & BRICK (760) 753-1164 WALL CAP TYPE: CLASSIC WALL CAP (STEPSTONE, INC.} PAINT COLOR: TO MATCH SPLIT FACE BLOCK PILASTER CAP TYPE: STEPSTONE, INC. PEAKED PILASTER CAP COLOR: "LA PAZ" INTEGRAL COLOR OR PAINT TO MATCH WALL SIZE: ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2" OVERHANG ON STONE VENEER PILASTERS STONE VENEER TYPE: ELDORADO STONE-SANTA CRUZ COASTAL LEDGE COLOR: TO BE SELECTED BY DEVELOPER AT TIME OF INSTALLATION NOTE 0 INDICATES MATERIAL PER FINISH SCHEDULE 5> 11'1 5> 11'1 5'-0" ------------------------------------------------ r ---=--:::. = == == -=---, .,,.---,. L -----'.J • 0 ~LLCAF{I] @ (2) #;I CONT. @ TOP 0 0 6"Xe."Xl6" SPLIT FAC.f 6Loc.!1:IJ 6ROUT FILL ALL C.ELL5 Y'IITH REINFORC.ING #4 RE6AR VERT. @ 24" O.C. - C.ENTERED IN 6LOC.K 0 FINl5H G-RADE © CONC. FOOTING 0 #;I RE6AR CONT. @ TOP ; BOTTOM ® COMPAC.TED 5U66RADE 0 #;I HORIZ @ 24" O.C. @ EM6ED VERT. 6AR5 20" INTO FTGo. ® 9" CLEAR COVER ON RE6AR @ OVERLAP RE6AR MIN 2'-6" ~fil~El+E'rl---h .. Ii'.:::::' ____ _ = 9 N . -:·. . . . ' . : -11 - 11 ;> .ti • =:v "1_ : : < --11 11 ,:~· "1_ 11 ?·'.·r··: -~--· Ill '\~}'.:_;' =v -11· ·•·. ". -.· .. • : },\; -~: I I~ ,J OUTSIDE OOTTOM EDG-E OF FOOTING 5HALL 6E A MINIMUM OF .,. i'-0" FROM FACE OF SLOPE V'IHERE OCCURS ~8 ~.,.N_e_w_5_'_M_a_so_n_~ __ w_a_I_1-_s_o_u_t_h_o_f_C_a_nn_o_n_R_oa_d_O_n_ly __ '1... _.j NOT TO SCALE CD PILASTER. ®@ 0 SOLID MASONRY ~LL ® @ FINISH G-RADf f;QUAL NEVi 4"X24" Y'IALL CAP STONE VENEER -ATTACH ---io-J!T-"I TO EXISTING-5PLIT-FACE PILASTER (ALL SIDES) EXISTING-r"IALL CAP EXISTING-16xe,xl6 SPLIT-FACE PILASTER EXISTING 6" SOUND r"IALL FINISH GoRADE NOTE, REMOVE EXISTING- PILASTER CAP AND REPLACE V'IITH NEV'! CAP PER DETAIL Existing Pilaster With Added Veneer -SouthofCannonRd.Only NOTTO SCALE E=QUAL i I I . i I • I '.P • ID I 5' I ID I f;G!UAI. --@ (j) FOR 1:1-fNATION PIFFl;Rf;NC,f;i;i,> a'', AND 4d OR ST!=l;Pl';l'I,, Lise PILASTI;R AT eC>TTOM OP 5LOPe. FOR l:Ll:VATION PIFFERENC,!;S <a'' PO NOT I/Se PILASTl:R AT 60TTOM OF 5LOPI!, SUT PO USE CONTROL JOINT AT E=Ll:VATION AN.;.LE POINT @ CONTROL JOINT (TYP.)W @!'ALL Q:!!7 @ CE=NTl:R PILASTl:R ON PROP. LINE ® PIVIDE TI-IE REMAINING, l:Ll:VATION DIFA;Rl;Nc;E; 6£;Tl',l;l;N 60TH OP THf:SE Sl:CTIONS SUCH THAT TI-IE AMOUNTS A60VE: ANP 68..011 THE f>' AVG,. IS E:aUAL @ PILASTI;R @u~g ELEVATION NOT TO SCALE I , TRANSITIONS FOR 5LOPl:S t ' e d ANP S'T1:f;Pf;R 1 TRANSITION FOR 5LOF'f:S FLATTE;R THAN e,1 , TRANSITIONS FOR. 5LOPE:S E=Ll:VATION NOT TO SCALE NOTE: ALL EXPOSED WALL SURFACES NOT RECEIVING STONE VENEER SHALL BE SPLIT FACE. ( D ).,__s_pl_it-_F_a_ce_w_a_11_~_s_o_ut_h_o_f _C_a_nn_o_n_R_o_a_d_O_n_Iy ______ _ 1,. E "'1..,.w ... a_l_l _E_le_v_a_tio_n....,T_ra_n_s_it_io.,n_s_-_s_o_u_th ..... o_f_C_a_n_no_n.....,R_o_a_d_O_n_lv _______________________ _ 11,., -~ APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. 1211 ,101 :: HOW ARD:: DAAHN 6Y, e,~/Jf;H J06 NUME\ER., 2100.60 • • ♦ A s s O C I A T E s . • ♦ ♦ • landscape architecture FILE, REVl510N5, i 111 29 l ll 88BOrlP 1<11n di,.&<> ,trJ~., ~uile 350 ~ .. n ,11 .. J.o .-:• 92108 r,19 718 9(,60 ~~ ~,~~ ~i ~~~ ~' TlU \ -~ -. . CA\,.\ "AS-BUILT " P.E. E)(p, __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: LOCATION: STANDARD II-/(} STREET C£NT£RUN£ H£/J. MONUMENT C£NT£RUN£ IT a CA/JIN(} R£Al AT ENG/NEER's STATION 454192 PER R.S 180/J-1 RECORD FROM: COUNTY BENCH l.EIE/.S (Na COUNTY '£RT. CONTROi. DATA) ELEVATION: 68.419 OATVII: U.S.C. .t G.S. DATE INITIAL ENGINEER OF WORK uTI] CITY OF CARLSBAD ~ 1 PLANNING DEPARTMENT 3 P£RIM£T£R WALL CONSTRIICT!ON PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPPf.::J9J c-r, tll.cir PLANNING 't• U. el!>I DATE OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: er 02-16 REvlSION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 4JJ-6AI ,,..,;-r:fo 1 ~ Cl \ ~ VICINITY MAP vT\J NOSCALE w MINIMUM STRUCTURAL SPECIFICATIONS CONCRETE: MASONRY: MORTAR: GROUT: REBAR: 2500 PSI @ 28 DAYS 6" AND 8" CMU GRADE 'N' STD fM=l 500 PSI GRADE 's' STANDARD 2000 PSI flUID CONCRETE GROUT GROUT REINFORCED CELLS ONLY IN 6" WALLS FULLY GROUT 8" WALLS GRADE 40 NO. 3 BARS GRADE 60 OTHERS SPECIAL INSPECTION: NONE CALCULATIONS: WORKING STRESS METHOD SOILS: 35 PCF ACTIVE fl..UID PRESSURE LEVEL BACKFILLS 3000 PSF MAX SOIL BEARING AT 2.5 FT. BELOW SURFACE 300 LATERAL EARlH PRESSURE USC CHAPTER 18 . -······---· .. --1---·-. -· ----------------~--------- ~ ~ -21' miff/ D ,111 ' ~ ~i~' 1 :=c-. = - '311/i'II! ------------·-· -----~--------------~ CONSTRUCTION PLANS FOR: ENTRY MONUMENTS -~ --"-'~ -= = --_,,/, ~ -=-~~ _1///,w.- • ,. . ., • • • • • . . . ., • • ,... " ,., • "' ,.. ,.. .., • m ,., ,,, "' ... ,,. ,,, " • "' '" 1,u~~n ''i, .,, ,. . . . • • ,. .... .. . . \ ,. .., ,. -------= __ l • SHEET 1111.E Tlll.E SHEET ~ CONSTRUCTION -SHEET M6 CONSTRUCTION MATERIALS & SPECIFICATIONS CONSTRUCTION PLANS CONSTRUCTION DETAILS CONSTRUCTION - SHEET MS SHEET NUMBER M1 M2 M3-M6 M7-M9 DEVELOPER'S NAME & ADDRESS: CALA VERA HILLS II, LLC 2750 WOMBLE ROAD SAN DIEGO, CA 92106 . CONSTRUCTION -SHEET M4 PHONE NO: (619) 794-1252 FAX NO: (619) 336-3010 CONSTRUCTION -SHEET M3 "AS-BUILT " BENCHMARK: SITE MAP 1"=200' DATE, 02/l;S/O~ DRAWN 6Y, e,e/JEH J06 NUM6ER, 0:2100.~'f FILE, REVISIONS, NORTH ::HOWARD:: •••ASSOCIATES• • • ·• • landscape architecture 8680 r,Q SClll diegp dri~~ G\lite ;;so ea.11 1Hego ca !l:2l01 61P 718 9()60 ~~~ g~~-,r~~-::. EB "~~ • ~ Ct'. SIM' -t "'--. \--::---"--/,. e,o,I., \ APPROVED FOR PLANTING AND IRRIGATION, ONLY,- INCLUDING PRECISE LOCATION OF PLANTING AREAS. ~ CITY OF CARI.SBAD I s~6EET3s I ~===~===~========================t===~,=-==~===~~==~ LMlJ PLANNING DEPARTMENT CNTRY MONl!l,/£NT CONSTRUCTION PLAN$ FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES . -J -"'I ' ' ' II ~-1· 'I" . ' .. ' ' I , ,! -, /· I i i Iii' •-·111 i 1·. • ; i · I 1! .· 1 ! , APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 1/14/0"1 DRAl"lN BY, CG/JEH JOB NUMBER.,02100.S'I FILE, REVISIONS, GENER.Al.. NOTES I. THE C,ONTRAC,TOR 5HALL PROTEC,T ALL EXl5TING C,ONSTRl.)C,TION FROM DAMAISE, AND 5HALL REPAIR, AT HIS W5T, ANY DAMAGE RESULTINIS FROM Hl5 OPERATION5. e,oNTRAC,TOR5 ON THE J06 SHALL CARRY THE FOLLOl'ilNG IN5URANe,E, (I) ViORKER'5 C-OMPEN5ATION; (2) FU61...IC, C,Ol-1PREHEN51VE <SENERAL LIABILITY, AND (9) PROPERTY DAMA<SE. IN AN EMERGENCY THREATENINIS THE LIFE, 5AFETY, OR ADJAC,ENT ViORK, THE e,oNTR.Ac.TOR 15 HEREBY IN5TRIJC,TED TO AC,T AT Hl5 DISC.RETION TO PREVENT 5UCH L055 OR INJURY. THE C,ONTRAC.TOR 5HALL MAINTAIN THE FOLLOl'ilNG MINIMUM LIABILITY C-OVERAGE DIJRIN,S. THE C-ONTRAC,T PERIOD; BODILY INJURY, $250,000 PER INDIVIDUAL, PER OC,C,URRENC,E; PROPERTY DAMAGE, tl00.000 PER OC,C,\JRRENC,E, AGGREGATE. 2. THE C,ONTRAC,TOR SHALL C.AU5E TO SE NAMED AS ADDITIONAL INSURED IN 5UC,H e,oNTR.Ac.TOR'5 PIJ6LIC, LIABILITY AND AUTOMOBILE LIABILITY POLIC,IES THE FOLLOY'IIN<S, (I) CALAVERA HILLS II, LLC; HOY'IARD AS50C,IATES, INC,. 9. THE WNTRACTOR AGREES TO HOLD HARMLE55 THE Ol'iNER AND LANDSC.APE ARCHITECT FROM ANY C,LAIMS ARISIN,S. OUT OF HIS OPERATIONS OR THE OPERATIONS OF ANY OF HIS 5U6C,ONTR.Ac.TORS, MATERIAL SUPPLIERS OR AGENTS. 4. ALL LOCAL MUNICIPAL, STATE, AND FEP!cRAL LAY'IS, RULES, AND REGULATIONS GOVERNING OR RELATING, TO ANY' PORTION OF THIS Y'IORK AF<!= HERE6Y' INC-ORPORATED AND MADE A PART OF THESE SPEC,IFIC,ATIONS AND THEIR PROVISIONS SHALL 6E CARRIED OUT 6Y' THE C-ONTRAC-TOR. THE CONTRACTOR SHALL NOTIFY' THE LANDSCAPE ARc-HITEC,T IMMEDIATELY' OF ANY' DISCREPANCIES 6ETY'IEEN C-ODES AND THE INFORMATION AND DES15N5 PRESENTED IN THESE DRAY'IIN55. 5. THE C-ONTRAC-TOR SHALL VERIFY' THE LOCATIONS OF ALL EXISTIN5 UTILITIES, STRUCTURES ANP SERVICES &FORE 6E51NNIN5 Y'IORK. THE LOCATIONS OF THESE ITEMS SHOHN IN THE PLANS ARE APPROXIMATE ONLY', AND THERE MAY' 6E ADDITIONAL UTILITIES PRESENT V'4HIC-H ARE NOT INPIC-ATED ON THESE PLANS. THE CONTRACTOR SHAI-L NOTIFY' THE LANDSCAPE ARCHITECT IMMEDIATELY' OF ANY' DISCREPANCIES 6ETY'IEEN FIELD CONDITIONS ANP THE INFORMATION ANP DE515N5 FRE5ENTED IN THESE DRAY'IINGS. 6. THE C-ONTRAC-TOR SHALL 06TAIN AND REVIEYl A SET OF THE APPROPRIATE ARCHITECTURAL, El-EC-TR.IC.Al-, ANP CIVIL ENGINEERING PLANS PRIOR TO 6E51NNIN5 Y'IORK. 1. PERMITS FOR ALL Y'IORK INPIC-ATED IN THESE PLANS SHALL 6E 06TAINED 6Y' THE CONTRACTOR. e,. THE C,ONTRAC,TOR SHAI-L HAYE A VALID CONTRACTOR'S LIC-EN5E FOR THE PARTICULAR J"IORK 6EIN5 PERFORMED. THE C-ONTRACTOR 5HAl-l-NOT ALI-OYl THE LIC-EN5E TO LAPSE DURIN5 THE C-ONTRAC-T PERIOD. 'I. NO MATERIAL 5U65TITUTION5 OF ANY' KIND YllLL 6E 6E ALLOY'IED Y'IITHOUT THE EXPRESS Y<RITTEN AUTHORIZATION OF THE LANDSCPAE ARCHITECT. 10. OY'INER 15 HER6Y' NOTIFIEP THAT ALI-Y'IORK ON THESE PLANS 15 SUBJECT TO NORMAL Y<EAR AND TEAR, AND ALL l'IORK MUST 6E MAINTAINED ON A REGULAR 6ASl5. AN ANNUAi.- MAiNTENANCE INSPECTION SHALi-6E PERFORMED 6Y' A LANDSCAPE ARCHITECT LICENSED IN THE STATE OF C-ALIFORNINA. THIS INSPECTION SHAl-l-INCi-UDE, ElUT NOT 6E 1-IMITED TO, PLANT MATERIAL, IRRIGATION SYSTEMS, PAYIN5, POOL, SPA, FENCING, Y'IATER FEATURE, AND Ll5HTIN5. 11. Ol"INER 15 HERESY' NOTIFIEP THAT PLANT MATERIAl-5 ARE LIYIN5, GROl"IIN5 ORGANISMS, AND THAT IMPROPER MAINTENANCE MAY' RESULT IN THEIR DEATH, OR C-AU5E OTHER PR06LEM5 SUCH AS ROOT INTRUSION OR THE DEVEI-OPMENT OF SURFACE ROOTS. OY'INER 15 HERESY' FURTHER NOTIFIEP THAT SOME OR ALL PLANT MATERIALS, INCI-UDIN5 TREES, 5HRU65, AND GROUND C,OVERS, SHOl"IN IN THESE DRAY'IINGS MAY NEED TO 6E REMOVED AND/OR REPLAC-EP AT SOME FUTURE TIME. 12. IT SHAl-1-6E THE Ol"INER'5 RE5PON5161LITY' TO PROVIDE ALL FUTURE Ol"INERS OF THIS PROJECT YllTH A SET OF THESE Pl-ANS, INCLUDING, THESE NOTES. GENERAL C,ONSTRIJC,TION NOTES I. ALL EXISTIN,S. DIMENSIONS AND LOC,ATIONS OF EXISTIN,S. 06JEC,TS ARE APPROXIMATE. C-ONTR.Ac.TOR SHALL FIELD VERIFY ALL EXISTIN,S. ELEMENTS PRIOR T061D. 2. ALL C-ONSTRl.)C,TION SHALL C-ONFORM TO MINIMUM 5PEC,IFIC.ATIONS AND REQUIREMENTS OF REGIONAL, LOC,AL AND STATE GOVERNMENTAL AGENC,IES. 3. OY'lNER SHALL APPROVE ALL MATERIALS PRIOR TO ORDERING. SUBMIT FINISH SAMPLES OF FLATY'lORK FOR OY'lNER APPROVAL PRIOR TO ORDERIN,S.. 4. PERMITS FOR ANY C.ONSTRUC,TION DEPIC,TED IN THE5E PLANS SHALL BE OBTAINED BY THE C-ONTRAC.TOR. 5. C,ONTR.Ac.TOR SHALL SHIELD EXISTIN,S. Y'IORK VilTH YISQUEEN TO PREVENT SPLATTERING OF C,ONC,RETE OR MORTAR. b. ALL PAYIN,S. SHALL SURFAC,E DRAIN AT MINIMUM 1% AY'IAY' FROM Y'lALLS AND STRIJCTURES TOY'IARD SY'IALES. ALL PLANTED AREAS SHALL DRAIN AT MIN. 2% TOY'IARD SY'IALES. SEE C,IVIL ENGINEERIN,S. DRAINAGE PLAN FOR ALL GRADINIS-. 1. ALL ViRITTEN DIMENSIONS ON PLANS SHALL TAKE PREC,EDENe,E OVER SC.ALED DIMENSIONS. e. IN CASE OF DISC.REPANC,IES 6ETY'lEEN Y'lRITTEN 5PEC,IFIC.ATION5 AND GRAPHIC, INFORMATION OR OTHER INFORMATION, THE C-ONTRAC,TOR SHALL C-ONTAC,T THE LANDSC.APE AR.c-HITEC,T FOR C,LARIFIC,ATION e,oNe,RETE NOTES I. C,ONC.RETE SHALL HAYE A MINIMUM C.OMPRE551YE STREN"'7TH AT 28 DAYS OF 2;700 PSI. C,EMENT SHALL 6E TYPE I. FINISH MEDIUM BROOM FINISH AND C-OLOR SHALL BE 'NATURAL <SREY' UNLESS OTHERY'llSE NOTED. PROVIDE 12" SQUARE SAMPLE POUR FOR APPROVAL PRIOR TO INSTALLATION. 2. REINFOR.c-lN,S. SHALL COMPLY Y'llTH ASTM AblS, <SR.ADE 40. 3. C.ONTRAC.TOR SHALL INSTALL FULL-DEPTH EXPANSION JOINTS AND ¾ORE JOINTS AS SHOY'lN ON PLANS AND DETAILS, AND ADD ADDITIONAL JOINTS Y'lHERE NEC,ESSARY TO C,ONTROL C,ONC,RETE C.RAC.KIN<S. LANDSC.APE DRAINAGE NOTES j I. ALL LOCAL, MUNIC.IPAL AND STATE CODES, LAY'IS, RULES AND REGULATIONS ') PERTAININIS TO ANY PORTION OF THIS Y'lORK ARE HERESY INC,ORPORATED INTO ANI MADE A PART OF THE5E PLANS AND THEIR PROVISIONS SHALL BE C.ARRIED OUT B'). THE WNTRACTOR. 2. THE C,ONTRAC,TOR SHALL OBTAIN ALL NEc-E55ARY PERMITS REQUIRED TO PERFORM THE Y'IORK HEREIN PRIOR TO BEISINNIN<:S Y'lORK. 9. IT 5HALL BE THE WNTR.Ac.TOR'S RESPON51BILITY TO LOCATE AND PROTECT I~ PLACE ALL EXISTINIS UTILITIES PRIOR TO 6E61NNING ANY C,ONSTRl.)C,TION. ANY ~ UTILITIES Dl5TURBED DURIN<:S C-ONSTRIJCTION SHALL BE REPAIRED AND/OR REPLAC,ED BY THE C,ONTRACTOR AT THE CONTRACTOR'S EXPENSE. '-- 4. PROVIDE EARTHEN BERMS AT THE TOPS OF ANY PROPOSED OR EXISTIN<:S SLOPES GREATER THAN 6d GRADIENT, SUFFICIENT TO DIREC,T SURfAe,E FLOJl'l OF Y'IATER AY'IAY FROM SLOPES. 5. 6URY ALL DRAIN LINE Jl'llTH A NINIMUM OF 12" COVER. b. ALL DRAIN LINE SHALL HAYE A POSITIVE FLOY'l Jl'llTH A NININUN GRADIENT OF 196. 1. ALL DRAIN PIPE SHALL 6E 4" RI.SID PVC.. FLEXIBLE PIPE SHALL NOT BE ALLOY'lED. 8. 5LEEYE ALL DRAIN LINES AS THEY PASS UNDER PAVED AREAS, VilTH SC-HEDULE 40 SLEEVES TY'llC,E THE SIZE OF THE Jl'lORKING PIPE. "I. GRADE ALL LAND5c.APED AREAS TO DRAIN AT 2% MININUM GRADE TOY'IARD AREA DRAINS, SY'IALES OR CURBS. Y'IATER RESISTANT MEMBRANE INSTALLATION SPEc-lFIC.ATIONS I. MATERIAL 5PEC,IFIC.ATION5, "MAR-FLEX" Y'IATERPROOFIN.S SYSTEN C-ONSISTING OF A HAR-FLEX 500 SPRAY APPLIED MEMBRANE Y'IITH A SOW-SHIELD SOO MEMBRANE ADHERED TO THE PRINARY MAR-FLEX 500 NEM6RANE AS SECONDARY PROTEC.TION. 2. INSTALL PER MANUFACTURER'S INSTRl.)C,TIONS AND THE FOLLOl'ilNG NOTES, A. PREP Y'lALL AND FOOTIN"'7 -5PRAY APPLY ''MARFLEX 500' MEMBRANE TO BACK OF Y'lALL AND TOP OF FOOTING. 6. ADDRESS EXPANSION JOINT Y'IITH 12" NIN. STRIP OF "50C,0-5HIELD" CENTERED OVER JOINT, ADHERED TO "NARFLEX". OYER SPRAY JOINT Y'llTH ''MAR.FLEX 500' TO NANUFACTURER'S REQUIRED MIL THICKNESS. C. APPLY "50C,0-5HIELD 900 MEMBRANE (IO MIL. MIN. THIC,KNESS) TO ADHERE TO THE "MAR.FLEX 500" OVER ENTIRE Y'lALL INCLUDIN"'7 TREATED EXPANSION JOINTS AND ENTIRE TOP OF FOOTING, OVERLAP MATERIAL SEAMS NIN. t," IN ALL DIRECTIONS. D. ATTACH TACK STRIP AT TOP OF NEM6RANE AND ON SIDE ENDS OF Y'IALL FROM TOP OF MENSRANE TO TOP OF FOOTIN.S. E. APPLY "COOL-C,OAT" OF EQUJYILENT U.V. RESISTANT NEM6RANE ABOVE TAC.I< STRIP TO TOP OF Y'IALL PER NANUFAC,TURER'S SPECIFICATIONS. NA50NRY NOTES I. ALL STL!C,C,O Y'IALLS SHALL BE Y'IATER SEALED Jl'llTHIN :a\O DAYS OF STUCC-0 C,OLOR. ALL STUCC,O SHALL MATC,H ARC,HITECTURE IN FINl5H, EXCEPT AS NOTED. e,ARPENTRY NOTES _[ I. ALL LUMBER SHALL BE DOU6LA5 FIR, NO. 2 GRADE OR BETTER, UNLESS OTHERJl'llSE INDICATED. ALL IN-GROUND POSTS SHALL BE REDY'lOOD, UNLESS OTHERY'IISE SPECIFIED. 2. ALL LUMBER 5HALL BE MILLED 545, UNLESS OTHERY'IISE INDICATED. MITER ALL C-ORNERS. 3. ALL C,ONNEC,TOR5, ANc-HORS AND AC,C,E550RIE5, INCLUDING NAILS, SHALL 6E FABRIC.ATED STRUCTURAL STEa AND SHALL BE HOT-DIPPED .SALYANIZED. ALL HARDY'IAR SHALL BE PAINTED TO MATCH Jl'lOOD, EXC,EPT AS OTHERJl'll5E NOTED IN PLANS AND DETAILS. 4. ALL Y'lOOD OVERHEAD AND TRELLIS SIJRFAC,E5 5HALL BE PAINTED Y'IITH ONE (I) C,OAT OF EXTERIOR PRIMER AND TY'lO (2) C,OATS OF Y'lEATHER RESISTANT ALKYD ENAMEL. C,OLOR SHALL MATC,H AR.c-HITEC,TURAL TR.IN UNLESS NOTED OTHERJl'll5E. PRIME ALL Y'IOOD PRIOR TO AS5EMBL Y. Y'IOOD STAIN NOTES I. ALL SURFAC,E5 HUST 6E e,LEAN, SOUND, DRY, AND FREE OF ANY DIRT, DUST, CHALK, OIL, GREASE, AND MILDEY'l STAINS. 2. STAIN SHALL BE APPLIED IN AC,C,ORDANCE Jl'llTH THE PRINTED INSTRUC.TIONS AND AT THE APPLICATION RATES RECOMMENDED BY THE NANUFAC.TURER. 9. CONTRACTOR SHALL APPLY TY'lO WATS OF A SEMITRANSPARENT STAIN. EAC,H C-OAT SHALL 6E APPLIED TO A UNIFORM FINISH. FINISHED 5URfAC,ES SHALL 6E FREE OF 5URFAC,E DEVIATIONS AND IMPERFEC,TIONS. 4. EACH APPLICATION OF STAIN SHALL SE e,URED IN AC,C,ORDANCE Y'llTH THE NANUFAC.TURERE'S REC-OMMENDATIONS BEFORE APPLYIN.S THE SUCCEEDING C,OAT. DRYING TIME 6ETl'iEEN APPLICATIONS 5HALL BE AS REC,OMMENDED BY THE NANUFAC. TUR.ER. 5. 5TAIN SHALL SE APPLIED SY BRUSH, ROLLER, OR SPRAY. D. ..... ~t!IJ -.. •-• . ..,, ~o•'·•~.o!!' .. ,r 0 AS-BUILT " BENCHMARK: ·HOWARD•·•- Assoc1ArEs P.E. EXP. ___ _ landscape architecture r la 2 9 1 g REVIEWED BY: lll!BOrio oan dicr;a drh·c au,t• 350 ~•>ti d1ego ca 92!08 6!9 718 9~60 INSPECTOR DATE DATE DESCRIPTION: STANDARD Al-10 STREET CENTERLINE Hfll MONUMENT LOCATION: CENTERLINE OF El. CAAi/NO REAL AT ENC/NEER's STATION ~54+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH lEvf"LS (NO. COUNTY vf"Rl CONTROi. DATA) ELEVATION: 68.479 DATUM: U.S.C. J-C.S: DATE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION V • FINISH SCHEDULE 0 0 0 0 ® 0 0 STONE VENEER TYPE: ELDORADO STONE-SANTA CRUZ COASTAL LEDGE (CUSTOM MIX FOR McMILLIN HOMES #855) COLOR: CUSTOM COLOR FOR McMILLIN HOMES #855 GROUT: STANDARD RAKED JOINT WITH 1/2" WIDTH GROUT COLOR: VENETO -1 BAG VENETO COLOR (AVAIL: ELDORADO STONE) AND 1 BAG OF 94LB. TYPE S MORTAR • NOTE: CONTRACTOR SHALL PROVIDE, TO THE OWNER, A SAMPLE OF STONE WITH AND WITHOUT SEALER. CONTRACTOR SHALL ALSO PROVIDE AN J ADDITIVE BID AL TER_NA ~IVE •FOR SEALING ALL ENTR~ ~ON~ME~T .. STO~E. ~ CONTINUOUS WALL CAP --~ -- TYPE: 4x16 BEVELED CAP (ORCO) ALLOW FOR ~2" OVERHANG ON ALL SIDES COLOR: "LA PAZ" PILASTER CAP TYPE: ELDORADO STONE -TEXTURED COLUMN CAP COLOR: "IVORY" INTEGRAL COLOR SIZE: ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2" OVERHANG ON STONE VENEER PILASTERS 6" CONCRETE MASONRY WALL UNIT TYPE: "LA PAZ" SPLIT FACE BLOCK (2 SIDES) 12" SQ. CONCRETE MASONRY PILASTER UNIT TYPE: CMU CONTINUOUS WALL CAP WALLS 3' -0" IN HEIGHT AND LOWER: TYPE: ELDORADO STONE -FLAGSTONE WALL CAP -ALLOW FOR ~2" OVERHANG ON ALL SIDES COLOR: "IVORY" WALLS OVER 3' -0" IN HEIGHT: TYPE: ELDORADO STONE -RUSTIC WALL CAP -ALLOW FOR ~2" OVERHANG ON ALL SIDES COLOR: "IVORY" PILASTER CAP TYPE: STEPSTONE, INC. PEAKED PILASTER CAP COLOR: "LA PAZ" INTEGRAL COLOR SIZE ALLOW FOR ~2" OVERHANG ON ALL SIDES OF SPLIT-FACE PILASTERS AND ~2" OVERHANF ON STONE VENEER PILASTERS NOTE: PRODUCT SUBMITTALS REQUIRED SYMBOL LEGEND SYMBOL DESCRIPTION n ALIGN TYP TYPICAL -ALIGN o.c. ON CENTER R RADIUS MAX MAXIMUM i CENTER LINE MIN MINIMUM Tl', TOP OF V'IALL FG FINISH GRADE TP TOP OF PILASTER FS FINISH SURFACE TC TOP OF CURB 4 l•olo• rnrJ CITY OF CARLSBAD Lill Pl.ANNING DEPARTMENT fNTHY MONUMENT CONSTHIJCTION PLANS FON: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED ff.-t-(J (:r, E1\--.;-\t t·z..+-~ I DATE PlANNJNG DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: CT 02-16 433-61.1 OTHER APPROVAL CllY APPROVAL RVWD BY: CMWO __ - ~-------------------------------------------- ------- 0 -. -~- -------------------- Tl"! 60.0 TV'l 58.5 I Tl"! 62.0 / <{ ) l:J I)_ () _J "' 1 I ' ~ ' ' ' I I ' ' 59.0 Tr'I 69.0 FG 5<!.0 Wind Trail Way & Cannon Road Entry Monumentation ' I I I I I ~ I / ( ( ,, . I ( .,.,., '-' /() J & ~-i-s: + - I~ ,- :-::: C) ll ~ In _{ ), i-::: / 1:) .s; ~ -------, ------·· ~-----·----1---------- Cannon Rd I \ \ Tr'l 14.0 FG 68.0 Tr'I 64.5 MAX. TV'l 64.0 2 TV'l 69.0 ---,.:__ -I ----.c--TV'l 5<!.5 Tr'I 60.5 FG 58.0 FG 5<!.0 HAS-BUILT H P.E. EXP.___ DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD 11-10 STREET CENTERLINE ll!'LL IIONUMENT LOCATION: C£NTERUN£ OF El CAMINO REAL AT ENG/NE£R's STAllON 454+92 PER R.S 1800-f RECORD FROM: COUNTY BENCH LEVELS (Na COUNTY VERT. CONTROL DA TA} ELEVATION: 68.l79 DATU/I: IJ.S.C. .t GS. /4\ MM DATE INITIAL ENGINEER OF WORK NOT TO SCALE REVISED ENTRY MONUMENT REVISION DESCRIPTION 9/30/08 DATE STONE VENEER RETAINING l"IALL ® STONE VENEER RETAINING PILASTER@ CONCRETE MOr'I CURD @ SIDEl"IALK AS PER CIVIL ENGINEERING PLANS PERIMETER l"IALL PLANS AS PER FENCING AND J/'lALL PLANS -N.I.C. 0 FINISH GRADE -SEE COUNTOURS FOR DECORATIVE MOUNTING TOP OF SLOPE, PER ENGINEER'S GRADING PLANS SIGHT LINE STORM DRAIN EASEMENT NOTE: I) C.ONTRACTOR SHALL PROVIDE, TO THE Or'INER, A SAMPLE OF STONE r'IITH AND r'IITHOUT SEALER. CONTRACTOR SHALL ALSO PROVIDE AN ADDITIVE BID ALTERNATIVE FOR SEALING ALL ENTRY MONUMENT STONE. 2) CONTOURS SHOr'IN ACROSS SIDEJ/'lALKS ARE APPROXIMATE. SEE CIVIL ENGINEERING GRADING $ IMPROVEMENT PLANS FOR SIDEJ/'lALK GRADES. 0 i North Scale 1" = 1 O' 30' DATE, 1/14/0"l HOWARD:.: DRAY'IN BY: C-G/JEH JOB NUMBER: 0:2100.5'1 FILE, ASSOCIATES 0• k ,,-I a n d s c a p e a r c h i t e c t u r e rl a 2 9 I !1 REVISIONS, aaao rla •an dlege> drl~e iulte 350 a11n dlege> ca ~:2108 619 718 9660 INITIAL DATE INITIAL []TI 3 APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. CITY OF CARI.SHAD LiTI PLANNING DEPARTMENT 3 ENTRY l,/ONUl,/£NT CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED ii;(y q. ~lli\r Z •-z_.__j.. oj I PLANNING DATE OWN BY: PROJECT NO. CHKD BY: OTHER APPROVAL CllY APPROVAL RVWD BY: I CT 02-16 I DRAWING NO. 433-611 CMWD __ -__ _ 5> co TY'l 16.0 Tl"l 12.0 79.! CF TV'l 16.0 ! I 5 \ I I \ 0 m 1e.o TV'! 11.0 FG 14.0 FG 11.0 Hilltop & Cannon Road Entry Monumentation PPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE, 1/14/0"1 . DRAJAIN BY, '9/Jf:H JOB NUMBER,02100.5'1 HOWARD· ASSOCIATES , landscape architecture rl11 2 9 I 9 FILE, REYl510N5: 888D rlo •an dlego drhe a1.l11e 350 oan dlcgo ca 921011 619 7J8 %60 i Tf'll 1 .0 \ ' FG 12.O TV'! ee-..o FG eo.o m 1e.o EX. TY'! 16.0 TY'l 16.O ELEY A TION A-A NOT TO SC.ALE BENCHMARK: DESCRIPTION: STANDARD 1,1-10 STREU CENTERLINE ~LL MONUMENT LOCATION: CENTERLINE OF El CAMINO REAL AT ENG/NEER's STATION 454+ 92 PER R.S 1800-1 ,,-i: I: 1----tf ,.__________,.________,~ ___,,_ -'I 1 II 1 /4\ MM RECORD FROM: COUNTY BENCH lCvElS {NO. COUNTY VERT. CONTROi. DA TA) DATE INITIAL ELEVATION: 58.479 DATUM: /J.S.C. .t G.S. ENGINEER OF WORK I I ·I I Tl'4 1b.O Tl'4 1 .0 --- \ REVISED ENTRY MONUMENT REVISION DESCRIPTION --- 9/30108 DATE INrTIAL OTHER APPROVAL DATE 0 STONE VENEER RETAINING J/'lALL @ @ STONE VENEER RETAINING PILASTER @ 0 CONCRETE MOV'I CURB@ 0 PERIMETER J/'lALL PLANS AS PER FENCING AND J/'lALL PLANS -N.I .C. ENTRY TRELLIS AT HILLTOP@ SIDEJ/'lALK AS PER CIVIL ENGINEERING PLANS CD FINISH GRADE -SEE C.ONTOURS FO DECORATIVE MOUNDING ® RETAINING SPLIT-FAC.E BLOCK J/'lALL AS PER C.IVIL ENGINEERING PLANS (N.I .C.J PROJEC.T SIGNAGE (BY SEPARATE PERMIT) PROJEC.T LOGO (BY SEPARATE PERMIT) SIGHT LINE STORM DRAIN EASEMENT NOTE, I) C.ONTRAC. TOR SHALL PROVIDE, TO THE OV'INER, A SAMPLE OF STONE V'IITH AND V'IITHOUT SEALER. C.ONTRAC.TOR SHALL ALSO PROVIDE AN ADDITIVE BID ALTERNATIVE FOR SEALING ALL ENTRY MONUMENT STONE. 2) C.ONTOURS SHOV'IN AC.ROSS SIDEJ/'lALK5 0 30' i North Scale 1" = 10' FOR DRAINAGE PLAN SEE SUPPLEMENTAL DRAINAGE PLAN SHEET S1 FOR IRRIGATION PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 5-6 & 12. FOR PLANTING PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 20-21 & 27. ~ CITY OF CARLSBAD Lill 4 PLANNING DEPARTMENT 3 ENTF/Y MONUMENT CONSTF/UCTION Pl.ANS FOF/: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROVED rt;l/6,44 -t. t,..(. -=t I PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: • CllY APPROVAL RVWO BY: CT 02-16 433-611 CMWO __ -_ I I I ...c.:. ~ ~i;-;- ~ .,L I ~ e; I , , I ' r• --~ Ii !_' __ _ ' FOR IRRIGATION PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 8. FOR PLANTING PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 23. 1'-0" "' ' "' ELEVATION f:QU,'-l 12" MAX. J J. PLAN (j) bXb DF POST (TYP. OF 2) -C.HAMFER TOP I" @ 45 DEeREES @ e,xe, Df eEAM -eoL T THROU6H @ POST Y'l/ (2) 3/4" HEX 60L TS -C.HAMFER BEAM END;, @ 45 DE6REES FROM C.ENTER OF Y'IOOD MEM6ER @) 4X,E; Df JOIST-BOLT THROUeH@ POST Y'l/ (2) 3/4" HEX BOLTS -JOIST ENDS TO MATC.H 6EAM END5 @ 4X4 Df RAFTER @ 12" O.C.. RAFTER ENDS TO MATCH JOIST END5 = ~ ~ "' \ \ AAFreR ENO 7J "-\J! ' 6 \ ~ • 6eAMENO @) IXb D.F. PLANT-ON @ PILASTER C.AP -(2) SIDES TO HIDE HARDHARE-TYP. EAC.H F05T @ 51MF50N e,e,e,e, C,OLI.JMN BASE ® G) STONE PILSTER PER C,OLLEe-E BLVD. $ C.ANNON RD. ENTRY MONUMENTATION @ SIDEY'IALI< @) FINISH e-RADE NOTE, I. C.OLOR. TO 6E APPROVED BY C.ITY 2. C.OLOR. TO BE SPEC.IFIED BY DEVELOPER. AT TIME Of INSTALLATION ~ " "' " ' "-!fl "' (\') r- \ X \ \, \ \ \ \ .;--' \ ' ~ ~ '\ ~ ' ' "' '"" "- ' ~ ~ "" / / FG X 13.5 -, . ,,_ ·-:- •] -. -;-.. t- . ---',;..,..--. I~ • ~ -~---:,_7'-_ / / _ _,, "' \ __ \ \ ~ " Tl-115.0 TF 19.99 TJl't 15.0 C.ONT. ~ FG 19.1 ~TF_12.b6 -X ffi 14.0 FRONT ELEVATION A-A I I r--.Rt !5'-o,, / / / / / / / I // I// ~ / / ~··- / 0 STONE PILASTER. ® , ' ·• , ; @ STONE VENEER PILASTER Y'llTH POST® ) ® FROJEC. T NAME AND LOG-O PLAGUE!, , 10" SQ. SIZE -13'1' OTHERS. INSERT PLAGUE I" FROM FAC.E OF 5TONE. 0 C.ITY OF CARL56AD TRAIL LOOO PLAGUE, b" DIA. SIZE -13'1' OTHER;:,; INSERT PLAGUE I" FROM FAC.E OF STONE. ® 5FILT FAC.E/ C.MU l"IALI. r-!ITH 5TONI:. ~ VENEER FACING C.ANNON $ , . ~ C.OLLEG>E © C.ONC.RETE MOJl't C.UR6 .@ G) SIDEY'IALI< A5 FER C.IVII. ' i ' ,, ., ,:, 1 I ., ' j 'I l J I I @ FINISH G>RADE . , I :· , ENG>INEERING FLANS 51DE ELEVATION B-13 0 Y'lOOD OVERHEAD TRELLIS @ 'j l ! i ' -. , :l ~A ... Wood Overhead Trellis at College Blvd. & Cannon Road ~ ~ NOT TO SCALE "B ..._ College Blvd. & Cannon Road Entry Monumentation . '•. NOT TO SCALE! Ill.. ~ 1 ! : J \ i ; .1: ' . \ ' ' 1 : j I ' : APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. ··HOWARD.·.· DATE, 02/15/0,E; • • DR.Al'l!N 6'1": e,e;;/JEH JC>6 NVM6ER,02100.S.. • • ♦ A s s O C I A T E s • • • • ♦ landscape architecture rl1. 2919 a11110 rlo aan dlqia lirlv~ •ufto SDII $Ul dl•&o ca 92Hli 611 na g(,00 ~~ ~' ~\~~~ -\---"';:~~~,. c,o&..I "AS-BUILT " P.E. EXP, __ _ REVIEWED BY: INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET CEN!ERI.INE um IIONUIIEN r LOCATION: CE:N!ERI.IN[ (F £L CAMINO R[Al AT £NG/N££R'S STATION -154+92 PER R.S 1800-1 RECORD FROM: COUNTY BENCH LEvfLS {NO. COUNTY !£RT. CONTROl OATA) ELEVATION: 68.l19 OATlJM: 1/.S.C. ,t G..S: --"' i . l---l---+------------1--+---+---+--'I uru ciTiLAN~rG £~~T AD LRJ Ii : ·,,· l l-----+---+--------------+---+--+---1---t ;:::::::::::::::::::::=..============--====! ' ·. ' 'i fNT/IY MONVM[NT CONSTRUCTION PLANS FOIi; ROBERTSON RANCH j j '; _·.-' -1 '. ' 1, ., 1 ~ 'J ARTERIAL STR££TSCAP£S 1 ·~ l-----l-----l---------------+---+---+---tr---11:~~( &. ~kt ~~Ar? I ii;. J l---,--+-~-+--------------+---+--+-~-.,,-c-1 DWN BY: --PROJECT NO. DRAWING NO. 'l ' ' j DATE INITIAL DATE INITIAi. DATE INITIAL CHKD BY: --CT o.•" 16 ,11! 7 ~,, ' ( 1 LE~NG~INE~ER:_:o~F.::._wo:R:JK l...--~R:EV:_:IS:IO.:_:N_:D=.::E::::SC::R:IP_:T.:.::10::_:N ___ ~oTH~ER..:_Af'~P'.'.:Ro~vAL:J._:c:'.'.nY:'.:_Af'~P'.::'.R~ovAL::Jl=RVW=D::::B::::Y:~=~====:c=-==· ==~Tvv==·v=,,,,~;: ! •, j : I ; . :1 CMWO --___ J I ::z lj1 ,.,, ~ ' I I r-... -_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-... -----------------------------------------------------------------------------------------------'c--'---~ < FOR IRRIGATION PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 3-4 & 11. FOR PLANTING PLANS SEE ROBERTSON RANCH ARTERIAL STREETSCAPE PLANS DRAWING #433-6M SHEETS 18-19 & 26. APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING ~ ,JLJE~~ I i 6EAM END ELEVATION TYP. -,, j, l c'QJAL 12" MAX PLAN CD e,xe, DF POST -c-HAMFER TOP I"@ 45 DE6REE5 @ e,xe, DF E3EAM -E30L T THROU6H @ POST HI (2) B/4" HEX 60L T5 -CHAMFER SEAM END5 @ 45 DE6REE5 FROM CENTER OF 01000 MEMBER @) 4Xf:> OF' JOIST-BOLT THROI.J6H @ POST HI (2) B/4" HEX BOLT5 -JOIST END5 TO MATCH BEAM END5 @) 4X4 DF RAFTER @ 12" O.C,. RAFTER ENDS TO MATC-H JOIST f;;ND5 @ IXE:> D.F. PLANT-ON @ PILASTER. CAP -AL.L (4) SIDE5 -TYP. EACH POST @ SIMPSON CB6b COLUMN BASE G) TRAIL NODE AT C-OI..LE6E SEE~ DETAIL '& @ FINISH 6RADE NOTE, I. C-OLOR. TO BE APPROVED 6Y C-iTY 2. C,OLOR TO 6E SFEC-IFIED 6Y DEVELOPER AT TIME OF INSTALLATION , A~ Wood Overhead at College Blvd. Trail Node NOTTO SCALE ~ .... DATe, O2/15/0f:> : : H O w A R D : : DAAl"IN 6Y, "6/JCH J06 NUM6ER.:02100.$'1 .... A s s O C I A T E s • • • • • landscape architecture FILEi ,h 29111 11880 rlD ~IIJI lll~IQ ddve ~uile 350 i.an diq;1> ca 92108 019 '118 9660 Revl510N5, "AS-BUILT P.E. EXP. REVIEWED BY: INSPECTOR " DATE DATE TW 147.33------Fll TF 140.30 TW 147.33-,1 TF 140.30 ljl STEP-, '1---+--TP 147.67 --1..0/ --HI-TF 140.64 -+-1-- TW 148.0 TF 141.64 A t PLAN 0 i (B) College Blvd. Trail Node BENCHMARK: DESCRIPTION: STANOARO 11-10 STREET C£NTt:RUN£ MU MONUMENT LOCATION: C£NTEJ?UNE OF a CAMINO REAL AT ENGINEER'S STATION -154+92 PEIi R.S 1800-1 RECORD FROM: COUNTY BENCH LE'vfl.S (Na CO/JNTY J,fRT. DA1E INITIAL ELEVATION A-A ClJ --.-, TW 144.0 CONT. TF 140.66 1/4" = I' CONTRrK. DATA) ELEVATION: 58.419 DATUM: U.SC. ct G..S: REVISION DESCRIPTION ENGINEER OF' WORK DA1E INITIAL OTHER APPROVAL 0 STONE PILASTER ~~ @ +/-b' HT. 501.JND ll'lAL.L PER ll'lALL AND FENC.ING PLANS ® +/-b' HT. SPLIT-PACE SOUND V'IAL.~~ 0 SPLIT FAC-E 61..0C-K ll'lALL (;j) ® STONE PILASTER V'IITH POST @ 0 V'IOOD OVERHEAD TRELL15@ G) PROJECT NAME AND LOGO FLAOI.JE, 10" 5G. 5IZE -BY OTHERS. INSERT FLAOI.JE: I" FROM F'AC-E: OF STONE. (BY SEFERATE PERMIT) ® CITY OF CARLS6AD TRAIL LOOO PLAOI.JE!, b" DIA. SIZE -BY OTHERS. INSERT PLAQI.JE I" FROM FACE: OF STONE. 0 DG PATH A5 FER ENGINEERING PLAN5 @ HEADER A5 FER ENGINEERING PLAN5 ® EXISTING SIDEV'IALK @ FINISH GRADE @ TOP OF' SLOPE @ TRAIL FENC-E PILASTER AS FER DETAIL O/B8 ON PA 16-18 LAND5CAFE: PLANS C-ITY DV'IG ij4!;,9-e,L l - ELEVATION B-13 NOT TO ¾ALE rnrJ CITY OF CARLSBAD LR] 6 PLANNING DEPARTMENT 3 fNTFIY MONUMENT CONSTRUCTION PLANS FOR: ROBERTSON RANCH ARTERIAL STREETSCAPES I APPROi1.:'.f~( ~ ~,at I 5· f.l·"'S DATE PLANNING DA1E INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 02-16 4JJ-6AI CITY APPROVAL RVWD BY: - ; '.', ,·'\ ' ' ~ :t • 1 ' -{ ! AREAS. '----------------------------------------------------------------------------------------------------------------------J( CMWO __ -__ _ ; ,j I I I I I i 1 ·.i l ' I I J ! I ' I 1 ( l ' Ji! l I 1111 ,J 1 'I Ii' j ,1~1 J 3 ~ ,, i i \i ,_) •I 'i '· ·, I ,; j I ,I I J j ' I l ' l I I . . l . I ; 1 fi; APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. DATE: 1/14/0"1 DRAl-'iN BY, c.6/JEH JOB NUMBER,02100.5'1 FILE, REVl510N5, z l: (A) Split Face Wall ~'> -0... ~E _JI!) 0... -{ z z~ l: = < Cl) = 't 2% D 6"MIN. ll"t---Jio OYERLAPI II -----H--l--llf-1-!-c:t::1----l---+---llri-® e, \_.,.llrr~~~~l-----J-•l.......l!•l--l = I <1 4 i I . . ~• _;__:___<1_=•=•:::::t-:-4. . <1 <1 6" 1-1/2" MIN I I= 11! I 0 6x8xl6 SPLIT FAC.E BLOC.K V'IALL 0 Y'!ITH #4 REBAR @ 16" O.C.. IN 0 ® 0 GROUTED C.ELLS C.ONc.RETE FOOTING Y'!ITH #4 REBAR C.ONT. FINISH GRADE 4"xl2" C.ONC.RETE V'IALL C.AP -f"i\ C.ONTINUE C.AP OVERHANG @ V'IALL ~ ENDS C.OMPAC, TED SIJBGRADE oXo POST N MORTAR .JOINT, TYP. CAP PLAN ro-v© 0 · X ,----{19) Z4: L..:: l: l: ~N 9 1-,t.,w,,.b'tt-~ i 0 0 ® 0 6x8xl6 C.MlJ BLOC,K V'IALL Y'!ITH #4 REBAR @ lb" O.C,. IN GROUTED C.ELLS C,ONC.RETE FOOTING Y'!ITH #4 REBAR C.ONT. FINISH GRADE C,ONTINUOlJS Y'lALL C.AP -C,ONTINlJE C,AP '(5\ OVERHANG @ V'IALL ENDS '-::__J ® 12" SQUARE C.MU BLOC.K PILASTER Y'!ITH #4 r,;\ REBAR (2X) IN OPPOSITE C.ORNERS. GROUT FILL 0 ALL C.ELLS. 0 PILASTER C,AP -BOTTOM Of C,AP TO BE 2" 0 HIGHER THAN TOP Of ADJAC.ENT Y'!ALL OR ~ FENC.E. SIZE C,AP TO OVERHANG STONE BY ~2" ON ALL SIDES. C.OMPAC. TED SUBGRADE 1/2" PRE FORMED FELT EXPANSION JOINT Y'!ITH 1/4" RADIUS @ EDGES. 0 STONE VENEER Y'V' 2" MIN. MORTAR BATTER ON 0 PILASTER SIMPSON C.B bb C.OLUMN BA5E Y'!HERE SHOY'!N ON PLANS ADJACENT Y'lALL -5EE PLANS. FINISH 5lJRAC.E ADJAC.ENT PAVING -SEE PLANS. RETAINING Y'lALL l"lHERE SHOY'!N ON PLANS. Y'!HEN RETAINING MORE THAN 12", INSTALL DRAIN LINE AND GRAVEL l"lRAP TO MATC.H DETAIL C./Mi NOTE: C,ONTRAC.TOR TO C.UT PILASTER C.AP IN 1/2 AND NOTC.H C,AP TO ALLOY'! FOR POST AND SIMPSON C.OLlJMN BASE. DRY FIT C.AP IN PLAC.E. MORT AR TOGETHER AND TO PILASTER AS SHOY'!N. NOTTO SCALE 'B~►C_o_n_c_re_te_M_as_o_n~~-U_n_it~(_C_M_U_}_W_a_ll_&_P_il_as_t_er_W_ith_S_t_o_ne_V_e_n_e_e_r ________ _ '-.,. NOT TO SCALE 6"MIN. OVERLA 0 exe,xl6 C.MU BLOC.K V'iALL l"IITH #4 REBAR@ 16" O.C.. VERTICAL .$ HORIZANTAL, GROUT-FILL ALL C.ELLS. 0 C.ONC.RETE FOOTING l"IITl-1 #4 REBAR C.ONTINUOUS 0 FINISH 51.JRFAC.E @ V'iALK OR FINISH GRADE PLANTER 2% 0 FINISH GRADE @) C.ONTINUOUS STONE V'iALL C.AP © -- ® DRAINAGE IN PLANTIN6 AREAS -4 11 DIAMETER PERFORATED SDR-95 DRAIN LINE IN 9/4" V'iASHED GRAVEL. MIN. 1% GRADIENT TO TRANSISTION TO SOLID 4" SC.HEDULE 40 PVC-PIPE AT 1% SLOPE TO OUTLET SHOl"IN ON PLANS. G) 1-1/2 11 MIN. MORTAR BATTER, 4 SIDES 0 i.u,.....~~.,,,_~>1,----'i.--© FILTER FABRIC, ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT) I V'iALL HEIGHT -UNDER 36" -2'-0" V'iALL HEIGHT -36"-e,4" -9'-0" @ V'iATER RESISTANT MEMBRANE SEE V'iATER RESISTANT MEMBRANE INSTALLATION SPEC.IFIC.ATIONS -SHEET 2 (@) 12" SG!. C.MU BLOC.I<. PILASTER l"IITH #4 REBAR © VERTICAL (2X) IN OPPOSITE CORNERS.$ HORIZANTAL 16" O.C.., GROUT FILL ALL C.ELLS. ® STONE PILASTER V'iALL C.AP -SIZE TO OVERHANG ~2110 ON ALL SIDES ~ @ DRAINS AS NEEDED @ STONE VENEER CMU Block Retainin Wall & Pilaster With Stone Veneer "AS-BUILT " HOWARD·- , ASSOCIATES P.E. EXP.~-- landscape architecture er]~ 2919 REVIEWED BY: ~!HID r,a san dlego drive oul ~ 9.SO oaD dlego ca 92108 t,J9 71B 9600 INSPECTOR DATE DATE BENCHMARK: DESCRIPTION: STANDARD M-10 STREET CENTERUNE 11Fll MONUMENT LOCATION: CENl<RUNE OF El CAMINO REAL AT ENGINEER's STATION 454+ 92 PER R.S 1800-1 RECORD FROt.t: COUNTY BENCH LEl£LS {NO. COUNTY '£RT. CONTROL OA TA) ELEVATION: 68.419 OAllJM: /J.S.C. .I-GS. NOTTO SCALE 9/30/08 ~ CITY OF CARLSBAD Lill 1----+---+---------------+--1----11---+------l lM_LJ Pl.ANNING DEPARTMENT 3 1----+---+---------------+---11----11---+------l DATI: INITl/>I.. DATI: INITIAL DATE INITIM. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL £NTRY J.IONUM£NT CONSTRUCTION PLANS FOR: APPROVED PL'.NNING ROBERTSON RANCH ARTERIAL STREETSCAPES 11-J.-, <:er~~\ 1-24·=-'t DATE DWN BY: --CHKD BY: __ PROJECT NO. I DRAWING NO. CT 02-16 . 433-61.1 RVWD BY: CMWO __ -_ APPROVED FOR PLANTING AND IRRIGATION ONLY INCLUDING PRECISE ' DATE, 1/14/0"1 •,• DRA/f'IN BY, c:6/JEH JOB NUMBER,02100.S'I 2'-1011 w-011 TYP. TYP. ~h ~ 2 e "' ' ~ i-' "' FRONT ELEVATION 11'-0" r ---r r r -r r L-L I ~ --~ -------~ 0 ~ -~ lL -------D ""' I -----1----~ J 1---L-----L----1--- L- 1---- I ~ ~ ~ --~ ~ ~ -----~ -L----~ --1----~ C) I - I ~ -~ 1------~ ----~ -1-----L---1---1----- u ~ IL I ~ ----L--LJ 8l 1---1---1----"" rr::: -L---1---L--1---1---1----D I cc -----1---1---1--- L--~ Ir -L-----L--L---1------ k--L ~ L L L L L L L 2'-1011 J l ,2 .. PLAN TYP. 'TYP. • • Entry Trellis at Hilltop HOWARD· -- ~ r ,_ L ~ "' ~ JL I- I-\_ I-~ I-- ~ ~ I- ,_ tL I- "" rr::: "' -r - \ L ~ ® ® 1 2 - 7 7 ~r--<D I l'i l1J '-@ ' I ~ 7_ l 5 N ~~o RAFTER END J ~ BEAM END (D bX6 DF POST -C.HAMFER. TOP I" @ 45 DEGREES @ 6X8 DF BEAM -BOLT THROUGH @ P05T )I',/ (2) 3/4" HEX BOLTS - C.HAMFER BEAM ENDS @ 45 DEGREES FROM C-ENTER OF V'lOOD MEMBER @ 4X8 DF JOIST-BOLT THROUGH@ POST W (2) 3/4" HEX BOLTS - JOIST ENDS TO MATC-H BEAM ENDS @ 4X4 DF RAFTER @ 12" O.C.. RAFTER ENDS TO MATC-H JOIST ENDS @ 1xe, D.F. PLANT-ON @ PILASTER C.AP -ALL (4) SIDES -TYP. EAC-H POST. MITER C.ORNERS @ SIMPSON C-B66 C.OLUMN BASE G) MASONRY C-OLUMN )l',JTH STONE (B\ VENEER -SEE DETAIL '8J7 @ FINISH GRADE NOTE, I. C.OLOR TO BE APPROVED BY C.ITY 2. C.OLOR TO BE SPEC.IFIED BY DEVELOPER AT TIME OF INSTALLATION NOTTO SCALE 4 MM & SEC-TION CD @ @ FINISH GRADE 12" X o" C-ONC-RETE MOl"i C-URB 1/2" RADIUS @) #3 REBAR. C-ONTINUOUS ® SUBGRADE C-OMPAG TED PER SOILS REPORT NOTE, C-ONC-RETE C-OLOR TO BE DAVIS INTEGRAL COLOR, 'COCOA'. ©C 1-C_o n_c;...re.;;.;t.;.e .;.;M.;.;;o;.;.w;...C,;;.;;.:u r.;;;:;b _____ ___: NOTTO SCALE ,( _J I)_ z . () x_ ,( I-I:\) 0~ _, Ill !fl z 8 Ill "" Ill • = N PROJECT r CANNON RD. INTERIOR I COLLEGE BLVD. 1. 1· x ,( I: N 1· TT 11 --=11 -- Ii' 111 I - 4. I • 111 11 i' 111 I ., ._ ~ 1111 111 11i'11 11 ----.. Y'IALL 5EC-TION ... 11~111~111 .. 111~ 12" 5 ( E) Split Face & CMU Wall REVISED DETAILS 9/30/08 0 exbxlb C-MU BLOC-K r'lALL (5PLIT FAC-E ON ALL 5URFAC-ES NOT GET 5TONE VENEER.) Y'llTH #4 REBAR @ lb" 0 C-. IN GROUTED C-ELL5 0 C-ONC-RETE FOOTING Y'llTH #4 REBAR. C-ONT. 0 FINl5H GRADE 0 C-ONTINUOLJ5 r'lALL CAP -C,ONTINUE © CAP OVERHANG @ Y'IALL END5 3 ® C-OMPAC TED SUBGRADE 0 1/2" PRE FORMED FELT EXPANSION JOINT VilTH 1/4" RADIUS @ EDGES. 0 FINl5H 5URFAC-E ADJAC-ENT PAVING 0 5PLIT FAC-E -FAC-ING PROJEC,T INTERIOR 0 5TONE VENEER ON 51DE5 FAC-INe. 0 C-OLLEGE AND C-ANNON AND QN Y'IALL END5. NOTTO SCALE ~ CITY OF CARLSBAD ~ "AS-BUILT " ~====~===~=========================t====i===3====t==j ~ PIJ\NNING DEPARTMENT L..2l_j DESCRIPTION: STANDARD M-1O STREET CENTERLINE ROBERTSON RANCH BENCHMARK: I CNTRY MONUMCNT CONSTRUCTION PLANS FOR: llf'/1 MONUMENT LOCATION: CENTERUNE Or El CAMINO REAL ARTERIAL STREETSCAPES ASSOCIATES P.E. EXP. __ _ DATE AT ENGINEERS STATION 454+92 1-----t---t-------------+--+-=i==c~ I PER R.s ,soo-, 'r--t---1r------------+--1----1--L=:J APPROVED ri .. .,.{,j (;r. f2,\...e,i -i·P+·vt j LOCATION OF PLANTING AREAS. landscape architecture RECORD FROM: COUNTY BENCH Lnfis (NO. COUNTY VERT. t~;;~~;;~~========================jt=::::=±===±===jE==j =· "P~•wi~.,;:;NflNtG"=-_=~:=~:;;::~;;;;~;;;;-:;-;=~D~ATE~:::!-coNTROL DATA) . I D~TE INITIAL IDWN BY: ~-------------------------------------------=l=NS=P=EC=T=OR=========DA=TE=~-E~LE'l:A:TIO:N~: _:68.~47;:'9_'.D::,f~T//,:ill.·~U.~.S.~C.~&-~G~.s.'._ __ ~EN~GIN~EE~R~OF~W~QRI(~= REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: __ , PROJECT NO. I DRAWING NO. ---=~-"'" "'' CT 02-16 . .fJJ-61./ FILE, REVISIONS, !!8l!Ddo dJ . _ _ rla2'Jl9 ~an ~,-dr1,·e B\ll)e JOO SSD d1ego ca 9~)011 Ol9 7L8 9660 REVIEWED BY: CMWD ------ I ' i ' !I I !! ,· Ii ,, ..c:. ~ I ~ 3 : I I ! -·-. TF] f],: '' I , ' -----: ______ _ --------------- • APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATION OF PLANTING AREAS. FOR 70 & 80 MPH EXPOSURE C WIND CONDITIONS @ TOP OF PILASTER PER PLAN --, ~ 4" PRECAST CAP I I I 0 DESIGNCRIW?IA: 1. ALLOWABLE SOIL BEARING PRESSURE~ 1500 PSF +INCR FOR WIDTH 11. WINO OR SEISMIC LOAOJNG 2 ALLOWABLE LA TERAl PASSIVE PRESSURE = 250 PCF JCONCRETE/GROUT STRENGTH= 2000 PSI@ 28 DAYS. 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS ANO SMALLER , GRADE 60 FOR #SANO LARGER 5. SEISMIIC • ZONE 4, 1 KM FROM TYPE A OR 8 SOURCE. 6. 1500 PSI MASONRY COMPRESSION STRENGTH. HALF STRESSES USED • NO SPECIAL INSPECTION REQD. NOTES: 1. CONCRETE BLOCK FOR SPUT·FACE SHALL CONFORM TO UBC STO. 21-4. ORCO STD. SPUT FACE. CONRETE BLOCK FOR >TONE VENEER PILASTER SHALL CONFORM TO UBC STD 21-4. ORCO STD, PR/:CISION. 2. CONCRETE FOR FOOTING SHALL BE J PART C£MENT TO 2-1/2 PARTS SANO TO 3· 1/2 PARTS GRA"1:l WITH A MAXIMUM OF 1-1/2 GALLONS OF WATER PER SAa PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE~ Fe = 2000 PSI STONE VENEER EXTERIOR SIDES OR ALL SIDES (AS PER PLAN) 2" WIDE x 4" HIGH x 16" FASCIA TO MATCH CAP J. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TOASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #SANO LARGER. PROVIDE 40 BAR DIAMETER LAP FOR GRADE 40 REBAR AND 48 BAR DIAMETER LAP FOR GRADE 60. 4. REBAR SHALL BE CENTERED IN me CONCRETE BLOCK CELL IN WHICH IT IS LOCATED U.N.O. 12812 PILASTER CMU • SOLID GROUTED /2) #4 VERT DROP·IN BARS l r~ @ NOTE: WHERE PLAN IND/CA TES ~ i1'' /~4====1==lc,.~ STONE VENEER ON ALL SIDES. •\1/ / ADD STONE VENEER AND BATTER I". ~i(: ~ r,;::~ TO ALL SIDES AS SHOWN I ~;;c'·/ /2) #4 DOWELS WI JO" MIN. EXTENSION INTO CMU. J It: / . ' 3" CLR. ...... 1--- 2 S. CONCRETE BLOCK SHALL BE LAYE() IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CEUS UNO. 6. AU BLOCK CELLS CONTAINING VERTICAL REBAR SHALL BE SOLID GROUTED. 7. USE OBP TYPES MORTAR PROPORTIONED USING UBC TABLE NO. 21·A. 1 PART CEMENT TO 1/2 PART UME TO 4-1/2 PARTS DAMP, LOOSE SAND. 8. GROUT FOR CONCRETE BLOCK TO BE J PART CEMENT TO 3 PARTS SAND (GROUT MAY CONTAIN 2 PARTS 3/8' PEA GRAVEL IF W~THER CONDmONS ARE FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE JS SUFFICIENT TO ALLOW GOOD GROUT FLOW), WATER SHALL BE ADDED TO PRODUCE GOOD GROUT FLOW WimOUT SEGREGATION OF mE CONSITUENTS. 9. BLOCK STEM MAY BE WET-SET 1-1/2" INTO THE FOOTING WHILE mE CONCRETE IS PLAS77C. lQ, FOOTING MUST Bl: POURED ON OR INTO UNDISTURBED NATURAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11, FIRST INSPECTION TO BE AFTER FOOTING TRENCHES ARE READY FOR CONCRETE AND ALL REQUIRED STEEL IS TIED IN l't,ACE. SECOND INSPECTION TO BE WHEN me REQUIRED VER77DIL IS IN l't.ACE AND THE BLOCK PILASTER IS R~DY TO GRO/.fT. 12812 PILASTER CMU • SOLID GROUTED 7 1 MAX. I- ' \ \ L--/2} #4 VERTICAL • AS SHOWN •-......._ I'---_~ #4 HORZ CONT. FROM 6' HIGH "--WALL RUN THROUGH PILASTER U'---' 1 •.3n SQ. FOOTING. 7' TO DAYLIGHT . MCMILLIN CONST. ROBERTSON RANCH CARLSBAD orEss,0 s. . < ---< -z., <..!J -... --rT' ~I-(J); C31925 Exp. 12·31·2008 . ~ ' ' FOR 70 MPH WIND @ EXPOSURE C ( . ' / / / / !/ I/ !/ / I/ I/ I/ I/ I/ / I/ I/ / / I/ I/ I/ I/ I/ V I/ V V I/ I/ V / ~ / V V t V :r / I/ 4) / / / / / / / / / / / ,. . / / . / / / . / / ~ / / ~ . • / 'I-/ . ' ' ' -I I I-/ . I I / ' / ,, ' ~~ :c: ~i ~ ~i t !~ c::::, _, "I ~ -~ ~ ~ !:ll ~~ C)" • re, ' ' . ' ' ' / 'I I/ V V / ~ ,. '/ i / / V V V / / 'j '/ '/ / V ) C !V !V !V !/ IV I/ IV IV I/ IV ~ / v ~ V / / I/ / L;' / ? ✓ ~ V I/ / TOP OF WALL PER PLAN 4"PRECASTCA ORCO 6816CM U GROUTED ONLY@ VERT STEEL #4 VERT DROP-INBAR@40" FOR 18"LONG 0/C(36"0/C CMU) #65TDJOINT 24" 0/C (3 PLA 21-10. USE #5 BLOCK REINFORCEMENT @ CES) PER UBC STO. STD. FOR SLUMP #4DOWEL@4 0"O/C "LONGCMU) (36" 0/C FOR 18 8+1'-8" I/ • SETBACK ,SEE CHART , ,,, , V V 1 MAX. V I I I .. ~ ~ , I I I I I I #4 HORZ. CONT. l'TODA YLIGHT 8" CONT. (A) 12" sq. Oreo Spilt-Face Pilaster (B) Oreo Wall System Site Wall 021I'10e> : : H O WA R D: : DF'.ArlN eY, C-6/Jf;H • ♦ • A s s O C I A T E s ♦ DATE, J06 NUM6ER.,0;21oc.s<1 FILE, REVISION:>, • ♦ ► ♦ landscape architecture r'.a ~II HI 888t)f111 ,11:Jl dl•so drlv~ ~lllt.e 35(1 ~a11 dl~&" ca 921011 611 '718 %60 "AS-BUILT " P.E. DATE REVIEWED BY: INSPECTOR DATE BENCHMARK: DESCRIPTION: STANDARD 11.-10 STREET CENTERLINE !IHL MONUMENT LOCATION: CENTER/JNE CF EL CAMINO REAL AT [NGINEER's STATION 454+92 PfR R.S 1800-1 RECORD FROM: COIJNTY 8fNCH l£WI.S (Na COUNTY J,fRT. CON TROl DATA} ELEVATION: 68.479 DATVM: /J.S.C. <t G.S. DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DESIGN CRITERIA: 1. ALLOWABLE SOIL BEARING PRESSURE= 1500 PSF +!NCR FOR WIDTH & WIND OR SEISMIC LOADING .2 ALLOWABLE LATERAL PASSNE PRESSURE,, 250 PCF JCONCRETE/GROUT STRENGTH = 2000 PSI@ 28 DAYS, 4. REINFORCING STEEL : GRADE 40 FOR #4 BARS AND SMALLER 1 GRADE 60 FOR #5 AND I.ARGER . 5. SEISMIIC • ZONE 4, 7 KM FROM TYPE A OR IJ SOURCJ;. 6. 1500 PSI MASONRY COMPRESSION STRENGTH, HALF STRESSES USED • NO SPECIAL INSPECTION REQD, MIN. FOOTING DEPTH FOR 7' TO DA nIGHT WALL@ WALL@ WALL@ SLOPE TOP 1 FT. SETBACK 2 FT. SETBACK 2 T01 3'-6" 3'·0" 2'·6" 3T01 2'·4" 2'-0" NOTES: . 1. CONCRETE BLOCK SHALL CONFORM TO UBC STD. 21-4, ORCO STD. SPUT FACE BLOCK· 6" WIDE x 8" HIGH x 16" 0 2. CONCRETE FOR FOOTING SHALL BE 1 PART CEMENT TO 2· t/2 PARTS SAND TO 3· 1/2 PARTS GRAVEL WITH A MAXIMUM OF 1· 1/1 GALLONS OF WATER PER S4CX: PORnAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I.VV. Fe "' 2000 PSI 3. REINFORaNG STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A 615 GRADE 40 FOR #4 BARS AND SMALLER, GRADE 60 FOR #5 AND LARGER. PROVIDE 40 BAR DIAMETER I.AP FOR GRADE 40 REBAR AND 48 BAR DIAMETER I.AP FOR GRADE 60, 4. REBAR SHALL BE CENTERED IN THE CONCRETE BLOCK CELL IN WHICH IT IS LOCATED. 5. CONCRETE BLOCK SHALL BE LA YEO IN A RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS UNO. 6. ALL BLOCK CELL CONTAINING VERTJCAL REBAR SHALL BE SO/Jf1 GROUTED. 7. USE OBP TYPES /IJORTAR PROPORTIONED USING USC.TABLE NO. 21-A. 1 PART CEMENT TO t/2 PART UME TO 4-1/2 PARTS DAMP, LOOSES4ND. 8. GROUT FOR CONCRETE BLOCK TO BE 1 PART CEMENT TO { PARTS S4ND (GROUT MAY CONTAIN 2 PARTS 3/8" PEA GRAVEL IF WEATHER CONOITJONS ARI! FAVORABLE AND BLOCK UNOBSTRUCTED CELL SIZE IS SUFFiaENT TO ALLOW GOOD GROUT Fl.OW,,. }'YATER SHALL BE ADDEO TO PRODUCE GOOD GROUT Fl.OW WITI-/OUT SEGREGATION OF THE CONSJnJENTS. 9. BLOCK STEM MAY BE WET·SET 1· t/2" INTO THE FOOTING WHILI; THE CONCRETE IS PLASTJC BLOCK STEM MAY BE PLACE[) TO, EITHER EDGE OF THE TRENCH TYPE FOOTING. 10, FOOTING MUST BE POURED ON OR INTO UNDISnJRBED NA nJRAL SOIL OR ON COMPACTED FILL WITH A MINIMUM COMPACTION OF 90 %. 11. FIRST INSPECTION TO BE AFTER FOOTJNG TRENCHES ARE READY FOR CONCRETE ANO ALL REQUIRED STEEL IS TIED IN PLACE. SECOND INSPECTION TO BE WHEN THE REQUIRED VERTJCAL IS IN PLACE AND THE BLOCK WALL IS READY TO GROUT. 12. MAXIMUM CONTROL JOINT SPACING: 20' 0/C AND AT ALL 12" SQ. _PILASTERS. ~==:=:====~.--.. ·· I' ESS / · s. - ' ,' (,!) --;,_ rn MCMILLIN CONST. ROBERTSON RANCH CARLSBAD ~I-(l)l:) C5i925 EXP. 12-51-2008 / V \ F Cf.\.. []TI CITY OF CARIBBAD Lill 9 PLANNING DEPARTMENT 3 ENTRY IJONUJ.lfNT CONSTRUCTION PLANS FOR: ·. ROBERTSON RANCH ARTERIAL STREETSCAPES I APff'A lr• tikft I ~1'.I, D6 DAT£ Pl.ANNING DWN BY: PROJECT NO. DRAWING NO. . DATE INITIAL CHKD BY: CT 02-16 4J3-6AI CllY APPROVAL RVWD BY: ,, , '' _l ' i ' I' ~ ,. ); '