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HomeMy WebLinkAboutCUP 03-21; NORTH COUNTY ANIMAL SHELTER; Site Plant-.. ... • ....... ~ <I I "' 0 Q. C)~ ~o _, 'i IV\ I 0 Ir) II "I I). ti\ ~ 1:..1 r( ., L " "' "' .. .., t -~ } ~ ~ ~ ~ I,. ~ -a, 9 -0 ~ -g '" ~ II SUMMARY OJ I~~ ANCI l"A"-G!L NIMl!II. (2) ll'rl! A(:.~ (I) !Xl!'1'1Ne %ON! !Xll'1'1Ne LANI:) UII (,t,) ~%ON! (I) TOTAL IIUILCllNIII ~ <•J ~M LA~Al"INe rTJ ~ e,,, l"Al'ltl(INe 91""'5 ~Ill!!, (t) ~ e,,, l"Al'ltl(INe !!"AC!!! l"M\/ii:,m, l'IA'"" Cll!T!l.h~T lll!.i'll!lt c>l!T!I.ICT N • 6!!' 10' , 1,,4' 4111 .,, .5' SITE PLAN 11• 901-0 II :2-4&1 l"ALOMiAA Al~T l'IOACI, LOT :219-02 l"AMl!L O!IC '4.9'1 AC,~ 1-C /1.IMITICI ~ l"I (l"L.ANNl!CI INJ,IJ!T!I.IAL) l"M (l"L.ANNl!CI INc>\.IIT!I.IAL) 19.'4::,S el!! LA!eleAl"I! 1"1.,11,N !"!ill eauN'IY l"Al'ltl(!Ne wn.it,y' 61 (II!! Ill'!!! ~"1") CAN.19ACI MJNIGll"AL l'IA'"" c>l!T!I.IC'1' Gl'TY e,,, GA"1.98ACI 6!!' 44' i, I,:)' v l!X. AGGl!el I I l!X. 4'.JA!tCI AAIL 11 l!X. !LOl"I! l!X. i'W.L TO l!I! l"M'!!!C'!!!c> IN l"LAGI! !II I"!" !"LAN 4!11 MAX. SECTION "A-A II (LOOKNl Na=mi EAST1 SCALE• H • 1'•20' V • 1'-10' VICINITY MAP -·· ..ir4 • ' " PROPOSED BUILDING PAOFBil f UN! RECORDED EASEMENTS INFO APPROXIMATE WATER USAGE & SEWER FLOW: ® CIAAIN l!IMT. GIT'I' GAlltl.19ACI ~2-441!!!2~. ,-1,-.r:z ~ ILOl"I! !!MT. GIT'!' GAlltl.eeACI ~2-4499!:Z, i-19-'l::I C> 12' toe•I! l!IMT. I H-165&91, 10·1+-H Al"l"l'ltOX. LOC,,i.TION M ,i.l"l"l'ltOMATI! l'IATl!l'lt UIMI!, AYl,l,!ll.ie :%'10 p MAXIMJM l'Ol'lt 1,i.'l' 4 HOUIU elf' M CIA'r' ■ 64µ,o eALLON& 1"1!11. C>A'l'. ""'9UMINIII Ti,!! ~. TAl<:I! ~ "" e01Ne TO M ll!l'el'I., l'IO\,II.C) !!I! tl,t,40 eALLONe 1"1!11. CIA'I'. ~ l'AOJECT MANAOEMENT CMSION ,i.1"1'1.IC:.ANT, OEPAFl'TMENT OF OENEFIAL SERVICES COUNTY OF SAN DEOO ff!J!J ~ND AV!. i,u,e :2, ~OM :2:20 IAN Clll!l!SO, C:.A ~:1194-1:2~'4 l"HONI!, ("b) 6"1-4-:204i !'AX, ("b) 6~4-9151 ,i.lllG,HIT!GT, PICKAAD AACHITECTS "1"11!1 eolJTH l"AIN~ AVIOO! l't!ITTI~, c;,i. ~060:2 l"HONI!, C,6:2) ~4'-H:21 !'AX, ~:2) ~45-1114 II SITE SUMMARY I I 51!1! '1'1TLI! Hl!'1' !'Ol'lt l!UILCllNe A"IA ANCI LOT A"IA l"Ul!LIC l"Al'ltl<INe • 51 &l"AC-1!5 Cll!l"T. !'Al'ltl<IN$ • 1::1 ll"AC.l!I AC.C.l!S!!ll!I.I! l"Al'ltl(INe • 5 $1"AC.1!1 TOTAL '"Al'ltl<INe • 6& $1"Ac.l!I l!!!XISTI~ e1..c,e, ANt) l<l!NNl!I.. • I~'"" ea. "· l"l'ltC>l"OSl!CI !!I.Cl$. ANCI t<:l!NN!l. • ::15 ,54& !!Gt l"T. -•--•-- ll • a 854321 6' GHAIN LIN!<: ~I! !I'!!! LleHTINe l"!ill l!Ll!c.T!I.IGAL CIAAl'IIN.t& l!NTAANC! LleHTINe !'l!l'lt l!Ll!G Tl'ltlGAL CIAAl'IIN56 ---.... ,......---' / --', '\ I I,,... \ \ I I I 1 . \ I I I I I \ I I I I I ' : ___ ..,... _______ -'!,-- I I I I I I I I I I I I I I I I I I I / / / / / / / / / / / / ---- I I ~ I/ /; ! ---.._,, ___ __, -"--=-··-=====:.el----------- APPRQ\JED THIS IS THE APPROVED T'tT,\TIVE MAP/SITE Pl.AN PER CONDITION NO. OF PLANNING COMMISSION RESOLUTION NO 5492. \) ..:--' ,~~~k~ ... 2~-':\~C>':\ 1c,M i,1..•'l NG otn .. oi11r& -LANWa Dl!Fr .• DAfi II ( ~ N0ll1H CJ) CD (I) @ CD (I) G) CI) © @ CiD @ <ID ® (][) ([I) cJD C!I) ® ®> ® <:> ® ® <2) <a> ® <a> ® @ CID CU> <9> ® <JI) ® ® ® ® ( NCI .-0 CUP 03-21/HDP 03-04/ZC 03-03 KEYNOTES LANClec.,i.l"I! l'l!l'lt LANCl!c.Al"I! CIAAl'IIN56 t'-0" Hlet! Ol'ltN1'Ml!NTAL ITl!l!L l'eNG! •'-o" Hli9H CHAIN LINK ~C! MA\IIJ,i.L 111.ICIINIII Olt.NAMl!NTAL l'!!!l!L e,i.'!!! II !Xl!!rli'le l'ltl!TAININe l'IALL TO N!MAIN. 51!1! CIVIL CIAAl'IIN.t& 4'-0" 1'110! AGc.l!Hll!I.I! !',i.TH '1'0 l!IJILc>INe l!NT!IV.Nc.l! !XIITINe '"AVl!CI Cll'IY TO N!MAIN ( ,i.l"l"JlltOx. l'IICITH • 141') AGGI!!& 1'1t1Vl!l'IA'r' LOACIINe AJlltl!,i. !"r'LON/&IIIN (N.I.GJ Ac.Cl!SSll!L! !',i.JlltKINe 61'9NM!. II!! !I'!!! Ol!'l',i.lLI ITAIN!CI CONG"l'rl! l'W.t<:. 11!1! l!NLAMIICI l"LAN TAAN!l"O,._Ml!l'lt !'ACI, 8lli l!Ll!GTl'ltlGAL c>l'ltAIIIINft CIO. IN'!!!AAGT • !!~IN TAAeH l!NGLOIU"I. HI! l!NL,i.\U!i:, ~N 16'-0" 1'110! GHAIN LINK $A'!!! !XIITINe IICll!i'W.K. tl!I! GIVIL ~!Net COlf.lltALI I'll C)!GOMl"O!!CI eAANI'!!! TO'" 11.A'tl',l,GI "ITl!NTION i,,i.f,IN !"!ill CIVIL c>l'ltAIIIINel 1::1'-0" l'IICII! GAAIN LINK $ATI! !'O!II. l'l"I Tl'ltUGt<: ,i.e,C,1!91 C,ll'ltT 91'1ALI!. HI! CIVIL ClAA!'IIN56 !'I"! l-l!'CIAANT LOC,,i.TION. 11!1! CIVIL c>l'ltAIIIINet !XIITINe CIAAINMI! l!ASl!Ml!NT GONG. l'IALIO'IA'r' l'IITH .JOIN'l'I l!,l",i.C,l!CI ,i.r 4'-0' 0.G. GONG"l'rl! l'Al'ltt<:INe e!'AAATION CUQ l!NeLOll!c> GMU '"ATIO TAAllll'Cl'ltM!l'I l'ltl!TAININe i'W.L l'l!l'lt GIVIL CIIIW'llllet N,1.'l'lll'ltAL INCllo91!NOUI VM!TATION AC-!l!ltl!!LI! AAMI" l"l!l'lt GIVIL CIAAl'lllle!! c>l!C.~ eAANI'!!! ViALKINe !'ATH LIN!"'° !XIITINe l!UII.C)INe TO !I! C)!Mi,LIIHl!C, l"l'IOl"Oll!CI t" l'IATl!l'lt LINI !XIITIN$ 16" l'IA'"" LIN! l'l"l ll!l'ltVIGI! LIN!! !Xll'1'1Ne l!AAl'1',i.l'lt'r' HNIIII ~Ol!l!CI 6" IANITAl'lt'r' 51!1'1!1'1, !XIITINe Cll'IY TO !I! N!M~' 4'"1!"LAAGl!CI I'll Nl!l'l l'ULL GUQ t .UTTl!l'lt, &lt,l!ViALK !XIITINe !!T!l.l!l!T Lli9HT IIIIN HILL l!I! '"OITl!I, TO tNIIJl'ltl! TH,i.T NO l!XIT II! ~IT'!!!CI OVi e,,, THI! l'll!l'rl!l'ltL 'r' C)l'ltiVl!l'IA'I' NOTES 11 1"1!11. l'ltl!GO!tCI e,,, !!Ul'ltVl!'I' M,i.l" 1'1LI! e.!l-ot4it6I !'Ml! ~~9~ IN THI! C.IT'I' 01' CAl'ltLSl!IACI, C.OUNT'I' e,,, SAN C>l!.O GALll"Olt.NIA c>ATl!CI 0::1.24.l~e.!I 1"1!11. l!OUNCl,i.~ t,,1,i.'" l""l!'Atidl!I ~ MA'l' 14 2000 9'1' '"•e> CONSUL '1',i.NT!, INC. 401 l'll!IT "A" IMl!T, !!Ul'rl! ::i,oo !!AN Cll!.O, CALll"O!l,NIA ~:2101 J.; Tl!L!, (61~)292'""""'66 ,.,i..x, ::154-H:2 .,..,. 7111 IOUIM PAMIII A .... ---~(IID)MHIII PAX• (OIO) 14&-ttM ARCHITl!CTI ... ML J08111\.1! NORTH COUNTY NIMAL SHELTER 2481 P'ALCMAII All'OIIT FIOAO CAR.SBAO,CALFOl'HA92009 9BT111\.1! SITE PLAN ----2001081 A-001 01' J.HUANII , __ 1-.ol 1 • t--. Cl. <I ~ '-< ~ )-. " "' • ~ I ~ 0 ... ~ Q. It Q ' ~ ~cq 'I\ ~ I'( I ~ I I'\ II\ 0 ~ Q \J '::t ~ I¼ t: " ~ GRADING NOTES (IN ADDITION TO TH£ R£QUIR£M£NTS OF CHAPTER 11.08 OF TH£ CARLSBAD MUNICIPAL COD£.) 1. THIS PLAN SUPERSED[S ALL OTHE:R PLANS PR[VIOUSL Y APPROVED BY TH[ CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE: ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDlnONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. TH£ ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE: 15 DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT R£Ll£V£ TH£ D£V£LOP£R OR £NG/NITR-OF- WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOV£R£D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER WILL 8£ REQUIRED FOR ANY WORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A CERT/FICA T£ OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PE:RMITT££'S POLICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. ¥" wgu~AN~~ COMPANY WRITING THE POLICY MUST Ht.,.Vf A RATING OF ·_ AJL _SI __ CATEGORY Of CLASS Y AS ESTABLISHED BrBESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF TH£ UNIFORM BUILDING COD£, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE S£PARA T£ PERMITS FROM TH£ BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA V£ BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE: AGENC/£5. 7. APPROVAL OF TH£$£ PLANS BY TH£ CITY ENGINEER DOES NOT AUTHOR/le ANY WORK OR GRADING TO 8£ PERFORMED UNTIL TH[ PROPERTY OWNER'S PERMISSION HAS B££N OBTAINED AND A VALID GRADING PERMIT HAS BE[N ISSUED. 8. NO R£VISION5 WILL 8£ MAD[ TO TH£S£ PLANS WITHOUT TH£ 'NRITTE:N APPROVAL OF THE CITY ENGINEER, NOTED WITHIN TH£ REVISION BLOCK, ON TH£ APPROPRIATE: SHEET OF TH£ PLANS AND TH£ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL B£COM£ TH£ PROP£RTY OF TH£ CITY UPON BEING SIGNED BY TH£ CITY £NGIN£E:R. 10. TH£ ORIGINAL DRAWING SHALL 13£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TH£ WORK BY TH£ CITY. 11. ACCESS FOR FIR£ AND OTHER £M£RG£NCY VEHICLES SHALL BE MAINTAINED TO THE PROJE:CT SIT£ AT ALL TIME:S DURING CONSTRUCTION. 12. WH[R£ TRENCH£$ AR[ WITHIN CITY EASEM[NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHE:ET, (B) LABOR A TORY WORK SH[ETS AND (C) COMPACTION CURVES, SHALL B[ SUBMITTED BY A PROFE:55/0NAL £NG/NEER OF TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE: CITY [NGINEE:RING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION RE:PORT AND COMPLIANCE: V£R/FICATION REGARDING ADH[R[NCE TO RECOMM[NDA TIONS OUTLINED IN TH£ SOILS REPORT IS REQUIRED PRIOR TO TH£ ISSUANCE OF A BUILDING P[RMIT. ALL CONTROLL[D GRADING SHALL 13£ DON£ UNDER THE: DIRECTION OF A PROFE:5S/ONAL £NG/N£E:R OF TH[ STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS M[CHAN/CS. ALL FILL OR FUTURE: FILL AREAS SHALL BE: CONSTRUCTED IN ACCORDANCE lil1TH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND TH£ " EARTHWORK SPEC/FICA TIONS • A TTACH£D TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION RE:PORTS lil1LL BE SUBMITTFD TO TH[ PROJE:CT INSPECTOR. 14. A PR;CDNSZRUCTIDN W;ETING SHAil BE Hf! Q AT THE $0! PRIOR TO THE BEGINNING Of WORK AND SHAil Bf ATTfNQF:Q BY All RfPRfSfNTA11\IES R[SPONS/8~ FOR CONSTRUCTION. /NSP£CTIO~ ~UPERVISION. TFSTING AND ALB OTHER AS J;rs OF THE WORK THE CONTRACT HALL SCHEDULE: TH£ MttTIN THROUGH THE: PERMIT CLE:RK ( 438-1161 ext.4323) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWING$ MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL 8£ PROVID[D BY THE PROJECT INSPECTOR AT TH£ ME[TING. 15. All tNSPfCDDN RFQ!/fSTS OTHER THAN FOR PR;CDNSTRIJCTIQN MEETING W ! BE MAD£ BY CAIi iNG llif fNG/Nfffl/NG 24-HQ/JR INSPfCDON RFQIIFST ! INF AT (619) 438-3891 INSPfCTION RFQUFST MUST BE RECEIVED PRIOR TO 2:00 P.M, ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPE:CTIONS WILL BE MADE TH£ NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD[ AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 18. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAffTY DEVICES, INCLUDING SHORING, AND SHALL 8[ SOL[L Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE: AND F£D[RAL SAFE:TY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. TH£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY £NG/N[£R AND/OR CONCERNED AGENCY SHOWING THE D[SIGN OF SHORING, BRACING SLOPING OR OTHE:R PROVISIONS TO 8£ MAD£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP£ INSTALLATION THER[IN. THIS PLAN MUST BE: PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY TH[ CITY ENGINEER AND/OR CONCFRNED AGENCY PRIOR TO EXCAVATION, If THE PLAN VARIES FROM THE SHORING sysrru STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. llilE B CALIFORNIA AQMINISTRA Ill/f COD£ THE PLAN SHALL BF PREPARED BY A REGJST£RED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TH[ OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSP[CTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL 8£ PE:RFORM£D UNTIL A VALID BLASTING P[RMIT HAS BEEN OBTAINED FROM TH£ CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PE:RMIT WELL IN ADVANCE OF TH£ SCH[DULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAFQLQGICAL RESOURCES AR£ DISCOVERED WITHIN ANY WORK AR£~ DURING CONSTRUCTION, OPFRADQNS l'y11.L CEASE IMMF:DIATELY. AND TH PERM/TT[£ WILL NOTIFY THE CITY [NG/NEER. OPE:RA TIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED 'NRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTFD ON TH£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A T£D GRADING EQUIPMENT SHALL BE LIMITFD TO TH£ PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ CONDUCT£D ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS /S AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Off-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MA TFRIAL SHALL 13£ OBTAIN[[) FROM, AND WASTE: MA TFRIAL SHALL BE DEPOSITFD AT, A SIT£ APPROVED BY THE CITY ENGINEER. THE CQNZRACTOR SHALL BE R£SPONSIBLF FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES QR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TR£[5 ARE TO BE R[MOVED UNLESS SP[CIFICALL Y NOTFD ON TH£ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING R[SUL TING IN TH£ PONDING OF WA T£R 15 NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ON[ P£RC£N T SLOPE. 25. THESE: PLANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIR£CT£D BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMM[D TO A FINISH GRAD£ TO PRODUCE A UNIFORM SURFACE AND CROSS SEC770N. THE SIT£ SHALL 8£ L[FT IN A NEAT AND ORDERLY CONDITION. ALL STONE:$, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENGINE[R. 27. ALL SLOPES SHALL 8£ /RR/GA T£D, STABILIZED, PLANTED AND/OR HYDROSE£D£D WITHIN TFN (10) DAYS OF THE TIME WHEN EACH SLOP£ IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISH[D ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE: CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINA T£ THE WORK OF TH[S£ GRADING PLANS WITH THAT SHOWN ON BOTH TH[ LANDSCAPE AND /RRIGA TION PLANS AND TH£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE lil1TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. C: \DWG12\CLSB-GP.DWG 12/12/!14 JO. STORM DRAIN PIP[ SHALL BE R[INFORCED CONCRETE PIPE I\-ITH A MINIMUM 0-LOAD OF 1,350. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH /5 LESS THAN 15 ffET AND BACKFILLED f!ITH 3/4" ROCK PE:R SDRSD S-4 TYPE "C" AND PIPE ME[TS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIP£. J1. WHE:RE AN EXISTING PIP£ LIN£ IS TO BE ABANDON[D AS A R£5UL T OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FE[T OF BUILDING OR STREET AREAS AND REPLACED WITH PROP[RLY COMPACT£D SOILS. IN OTHE:R AREAS THE PIPE WILL 8£ PLUGGED WITH CONCRETE: OR REMOVED AS APPROVED BY THE CITY ENGINE[R. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT£ SUFFICf[NTl Y AHEAD OF GRADING TO PERMIT TH[ REVISION OF TH[ GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH TH£ PROPOSED WORK. 33. TH£ CONTRACTOR SHALL NOTIFY AFFECT£D UTILITY COMPANIES (5£E BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&£ (619)438-6200 PACIFIC BELL (619)489-3441 DANIELS CABL[VISION (619)438-5241 CITY OF CARLSBAD(STREETS & STORM DRAIN) (619)434-2980 "CITY OF CARLSBAb(SEWER,WATE:R & RECLAIMED WATER) (619)438-3367 'SAN DIEGUITO WA TtR DISTRICT (619)753-1145 'LEUCADIA COUNTY WA TFR DISTRICT (619)753-0155 "VALLECITOS WATER DISTRICT (619)744-0460 'OLIVENHAIN WATER DISTRICT (619)753-6466 'BUENA SAN/TA TION DISTRICT (619)565-5657 *AS APPROPRIA T£ J4. PERMIT COMPLIANCE: REQUIREMENTS: A. FOR CONTROLLED GRAD/~ -THE APPLICANT HIRES A CIVIL ENGIN£[R, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(13)/ CARLSBAD MUNICIPAL COD£. B. PRIOR TQ f/NAL APPROVAL Of A GRADING &RMIT -TH£ FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA TH[ PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL COD£: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPL[TE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION AR£ INSTALLED IN CONFORMANCE WITH CITY CODE AND TH[ APPROVED PLANS ( OBTAIN SAMPLE: OF COMPLIANCE LETTFR FROM CITY [NGIN[ERING DE:PARTM[NT). (2) AS-BUil T GRADING PLAN. (3) REPORT FROM TH£ SOILS £NG/NEER, WHICH INCLUDES RECOMMENDED SOIL B[ARING CAPACITIES, A STA TE:MENT AS TO TH[ EXPANSIVE QUALITY OF THE SOIL, AND SUMMAR/[$ OF FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STA TFME:NT BY THE SOILS ENGINITR THAT TH[ GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN TH£ PRELIMINARY SOILS R[PORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY TH£ CITY. JS. UNL[SS A GRADING PERMIT FOR THIS PROJE:CT IS ISSUED WITHIN ONE (1) YEAR AFTER TH£ CITY [NGINEER'S APPROVAL, TH£$£ PLANS MAY BE R£QUIREb TO 8[ R£SUBMITT£D FOR PLANCH[CK. PLANCHECK FEES lil1LL 8[ REQUIRED FOR ANY SUCH R[CH[CK. J6. TH[ SOILS R[PORT TITL[O, _________________ , PREPARED BY DA TFD --------,19-, SHALL 8£ CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DON£ IN ACCORDANCE lil1TH TH[ RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY D[CLARE THAT I AM THE ENGINITR OF WORK FOR THIS PROJECT, THAT I HA VE EX[RCISED RESPONSIBLE: CHARGE: OV£R THE DESIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COD[, AND THAT TH£ DESIGN IS CONSl5T£NT lil1TH CURRENT STANDARDS. I UNO[RSTAND THAT TH£ CH[CK OF PROJE:CT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOCS NOT RELIEVE M£, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PICKARD ARCHITECTS ADDRE:SS: 7915 SOUTH PAINTER AVENUE CITY, STAT£: WH/TTl[R, CALIFORNIA 90602 TELEPHONE: (562) 945-8821 FAX (562) 945-1114 BY: DAVID W. PICKARD JR, DATE: ______ _ R.C.E. NO.: 1482J R[G/STRA 770N EXP/RATION DA TE: OJ-J1-05 SOILS ENGINEER'S CERTIFICATE I, RICK E. LARSON, PE. GE , A REGISTERED CIVIL & GEOTECHNICAL ENGINEER OF TH£ STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL COND/170NS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TE:$ OF MARCH 7, 2002. TWO COPIES OF TH£ SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.£. NO.: 2027 DATE:: ______________ _ LICENSE EXP/RA 770N DA TE: 12/J1/05 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS f.NGIN££R OR GEOLOGIST HAS BEEN OR WILL BE RE:TAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON TH£ COMPACTION AND STABILITY OF THIS SITE. NAM£ DATE: ------------------------------------------------------------------------ CUP 03-21, HDP 03-o•, ZC 03-03 WORK TO BE DONE SUBMITTAL 9-15-2003 COt-.1S ~ RUCTION NOTES CONS I RUCTION NOTES THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITl[S, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND RE:PORTS, ALL AS SHOWN OR R[QUIRED ON THIS SET OF PLANS AND TH[ CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITFD ON THESE: PLANS. THE GRADING WORK SHALL 8[ P[RFORM£D IN ACCORDANCE: WITH TH[ FOLLOWING DOCUM£NT5, CURRE:NT AT TH£ TIM[ OF CONSTRUCTION, AS DIR[CT£D BY TH[ CITY ENGINEER. 0 0 0 ® 0 G) 0 0 0 0 G 0 e 0) G CONSTRUCT 3' AC OVER 5.5" AB PAVEMENT. CONSTRUCT 3' AC OVER 9' AB PAVEMENT CONSTRUCT 6' CURB ONLY PER APWA STD. NO. 120-1 TYPE A1 CONSTRUCT VARIABLE CURB ONLY PER APWA STD. NO. 120-1 TYPE A1 CONSTRUCT 6" CURB & GUTTER PER APWA STD. NO. 120-1 TYPE A2 CONSTRUCT 3' VALLEY (LONGITUDINAL) GUTTER PER APWA STD. NO. 122-1 CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. SA WCUT AS CLOSE AS POSSIBLE TO THE FLOW LINE OF EXISTING CURB & GUTTER ANO REMOVE SAWCUT CURB. NOT USED CONSTRUCT EXERCISE '!RACK SEE ARCHITECTURAL PLAN FOR MORE DETAILS ON COLOR, TEXTURES. CONSTRUCT EPOXY GUTTER ONLY PER APWA STD. NO. 120-1 TYPE Al. NOT IN USED. CONS'IRUCT FENCE AROUND BASIN PER ARCHITECTURAL PLAN. CONSTRUCT DIRT SWALE PER DETAIL SHEET NO.I, SECTION 'A-A'. REMOVE EX. WALL PER ARCHITECTURAL PLAN. VICINITY MAP CITY OF' OCEANSIDE HIGHWAY 'a NOT TO SCALE 0 0 0 0 0 ® 0 0 ® 0 ® ® 0 ® CITY OF' VISTA PACIFIC OCEAN SOURCE OF TOPOGRAPHY CITY OF' ENCINITAS REMOVE EXISTING OFFICE BUILDING PER ARCHITECTURAL PLAN. REMOVE EXISTING PARKING LOT PER ARCHITECTURAL PLAN. 1. CARLSBAD MUNICIPAL COD£ 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS RELOCATE EXISTING OFFICE TRAILER 4. RESOLUTION NO. ___ DA TFD ____ _ COORDINATE 1'11TH CONS'IRUCTION NOTE NO. 18. 5. TH[ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRITN BOOK). PROPOSED NEW LOCATION ;QR EX. OFFICE TRAILER .. 6. SOILS REPORT AND R£COMM£NDA!'ONS BY !LE/NfE:LDER. INC. 5015 SHOREHAM PLACE, SAN DIEGO. CALIF/RN/A 92122 (858) J20-2/lP11 DA TE:D MARCH 7, 2002 EXISTING KENNELS WITH ANIMAL BUILDING TO BE PROTECTED IN PLACE. 7. TH[ SAN DIEGO REGIONAL STANDARD ORA lil1NG5 AND AS MAY 8£ MODIFIED BY TH[ Cl TY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL COMMISSION D[VELOPMENT P[RMIT CONDITIONS CONS'IRUCT OPEN CHANNEL PER DETAIL SHEET, SECTION 'D-D'. DAT£D _________ _ 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ______ _ CONSTRUCT UNDER EXERCISE TRACK DRAINAGE BOX PER DETAIL SHEET, SECTION 'D-D'. CONS'IRUCT GROUTED RIP RAP ENERGY DISSIPITOR PER DETAIL SHEET, SECTION 'D-D". DESCRIPTION DWG.NO. NOT USED TEMPORARY GRADE TO DRAIN TO EX. DRAINAGE DITCH ALONG SOUTH PROPERTY. REMOVE EX. CURB & GUTTER PER AUTHORIZED INSPECTOR'S DIRECTIONS. NOT USED -= IMPORTANT N□T!CE lt:CTION 4215/♦217 r, 11<£ C<MIUIIOO COOi'. ACQUffi A ~Al. ,llfRT IDl!lTIACATION NlljBER BE ISSUED BEFCRE A 'PERMIT TO EXCAVA'IE" \Ill I[ VAi.ii), TCl.l. FREE 1-900-422-4133 TWO 'lltffKING DAYS BEF'ME YOO DIG. SYMBOL QUANTITY 11tS SET r, PUNS • ll'!CflCAllONS MUST I[ !((PT ON TH[ JOI AT AU. nm AND IT IS UNL.4.WIJL TO MAKE ~y CHANGES OIi ALTERATIONS 00 SAME WlntOOT WRITTEN PERMISSION FROM n£ CITY (I CARLSBAD ENGINEERING DEPARTMENT. lHE STAMPING (F THIS ftlAH 6: SPECIFICA110NS !HAil ~OT BE HELD TO PERMIT ~ BE APPllOVAL r, THE •OLATION OF ANY PRO\tSIONS OF CITY MDINANCE M: STo\lE LAW. --APPRQ\/ED LEGEND REMOVE EX. AC DIKE. ALL PROPOSED FINISHED SURFACE ALONG THE EXISTING RETAINI G Wnl.lS IS THE APPROVED i[NT.-\TIVE MAP/SITE SHALL BE MATCHED OR HIGHER THAN EXISTING FINISHED GROUN ,;cJ1v1':[RCONDlrlONNO.____c.._ ___ CFPLANNINO ALONG THE EXISTING RETAINING WALL "· ISSICN RESOLUTION N0.---2:192. __ , L·, o,, ••n,~~~q Pc<%JdoE~-6;{m~- 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF CARLSBAD DOES NOT CONSTITU1E A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS Of THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY ANO/OR STRUCTURE 1'11THIN THE LIMITS OF THIS PROJECT. THE GENERAL CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITIES OF RECORD OR NOT OF RECORD OR NOT SHOWN ON THESE PLANS. 2. THE GRADING CON'IRACTOR SHALL COOROINA TE 1'11TH UTILITY AGENCIES ANO COMPLY 1'11TH THEIR REQUIREMENTS INCLUDING REMOVAL, RELOCATION, ADJUSTMENT TO FINISHED SURFACE ... WHETHER THE EXISTING UTILITIES SHOWN OR NOT ON THESE PLANS. 3. THE GRADING CON'IRACTOR SHALL PREPARE HIS OWN ESTIMATES. THE EARTHWORK QUANTITY ESTIMATES AS SHOWN ON THIS PLAN IS NOT FOR CONTRACTOR'S BIDDING PURPOSES. CON'IRACTOR SHALL ACCEPT THE CURRENT SITE CONDITIONS DUE TO Sl1E DEMOLITION HAS CHANGED THE ORIGINAL SITE SURFACE, AND AN ACCURATE/COMPLETE TOPOGRAPHIC SURVEY /MAP IS NOT AVAILABLE FOR THE SITE. 4. SHOULD EXISTING SURVEY MONUMENTATION/CENTERLINE TIES BE DAMAGED, DISLOCA1ED OR REMOVED, CONTRACTOR SHALL REPLACE IT AS REQUIRED BY THE CITY AND COUNTY OF LOS ANGELES. THE MONUMENTS/nES WERE SURVEYED OR SET AS SHOWN ON THE ....... AC BOW BLDG CB CF co E EX FD L & TACK FD FG FF FL FS GB GTE H HP INV. MH N N,E,C PfL PG pp RCP s S.C.E. SD SMH ss ST T TC TG TYP TW VAR VCP w w w WM -1830- -----(18301·---• I TOP )>--TOE TOP ==--TOE AGGREGATE COURSE BACK OF WALK BUILDING CATCH BASIN CURB FACE CLEAN OUT EAST EXISTING FOUND LEAD & TACK FOUND FINISHED GROUND FINISHED FLOOR FLOW LINE FINISHED SURFACE GRADE BREAK GENERAL TELEPHONE HIGH HIGH POINT ~:i&~6LE NOR1H NOR1H,EAST, CORNER PROPERTY LINE PAGE POWER POLE REINFORCED CONCRETE PIPE SOUTH SOUTHERN CALIFORNIA EDISON STORM DRAIN SEWER MANHOLE SANITARY SEWER STREET TELEPHONE TOP OF CURB TOP GRATE TYPICAL TOP OF WALL VARY -,,TRIFIED CLAY PIPE WEST WATER WIDTH WATER METER PROPOSED CONTOUR EXISTING CONTOUR FILL SLOPE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TFD BY PHOTO GmDE'TIC CORPORATION MF:THODS --METHODS FROM INFORMATION GATHERED ON AERIAL TQPO FLOWN ON ---------- CUT SLOPE CONCENTRATED FLOW PROPERTY LINE MAY 14,2000 BY PM/ CONSULTANTS, INC. 401 WEST "A" STR££T, SUITE 2/500 SAN DIEGO, CALIFORNIA 92101 T£L£: (619) 232-4466 FAX: 2J4-J022 TOPOGRAPHY SHOWN H[REON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED I\-ITHIN ASSESSORS PARCEL NUMB[R(S) THE CALIFORNIA COORDINA T£ INDEX OF THIS PROJECT IS: N _________ E _________ _ BENCH MARK RECORDED EASEMENTS INFO SEE SITE PLAN A-001 CONDmONAL USE PERMIT SUBMITTAL ESTIMATED EARTHWORK QUANTITIES TOTAL CUT(DURING CONSTRUCT/ON): 6,000 CY (INCLUDING TFMPORARY EXCAVATION ~ 10' DEEP RETENTION BASIN TOTAL CUT(ULTIMATE: CONDITIONS): 4,200 CY (INCLUDING UL Tit/AT£ EXCAVATION OF 1' DEEP RETENTION BASIN) PLANNING DEPARTMENT APPROVAL ----,==----DATE: / / (SIGNID) JIICl!m l. HOLZIIILLI!R, PLANNING DIRECTOB II AS BUIL T 11 RCE __ _ EXP, ___ _ DATE TOTAL FILL (DURING CONSTRUCTION): 6,000 CY i'r,,m:ir"iiiftrn'~,ffii~"i,-'1<"';111'1;'-mmi',m!,' ________ ..., TOTAL FILL (ULTIMATE CONDITIONS): 6,000 CY -----,(""SIG""NJD=-) ----DATE: / / IIBCOlllll!NDED BY:----,(PBINT==""'N"'m=je----- REVIEIJED BY• IMPORT (UL TIMA T£ CONDITIONS): 1,800 CY EXPORT: ____ CY £MEDIAL: Y INSPECTOR DATE l---+----+-----------1----1--+--+---1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 1---,1---+----------------t---+--+---t---l ~G:::R=A=DI::N::G_:::&=D=R:=A=IN:::A=G:::E:::::PLA;::N::S=:FO::R=:======:.::::== mu,..,-NORlH COUNTY & 1.2;;~1 A~~~;mFI GUP SUBMITTAL CA11.-.o.CALF011M1110<» I ,v-~~ .---·~-~~/,'.-;/ , <$ q,. ?!CiDJ;}: <},,~--'.:"'."':".""':":"~~~~':'.'"'.'-7'.':':-:::::0--:-:-::-:::::".".:"':".""--l~--4--+----------------1--+--~--+----I ,'8 ~ ·o , CARLSBAD MUNICIPAL WATER DISTRICT APPROVED r·~Y\: ~' Mo t,18:13 ~ '.---------------::..,.-:::::-----l-=--::=---1~:-:-c+'....._--------------t--,--+--+-----t--,,:---I ;:;~;;;1;;;;:~=E:;;:B~;;:~=IN _=E=E=R==:;-P';':E ==::P::::R::::~x=-~~~::::~=SN=o=. =::::::;;1 ::;;::;RA:;:ATW;;El:;;N:;;:G::;N:;;::O. ,,J'~ CIVIL ·i,.. WILLIAM E. PLUMMER DATE EN~:::R 0;1:~~K REVISION DESCRIPTION DATE INl11AL ~~T~ APP:::~ ~~~g ~~: ---2001-081 C-1 ,?foFc~t\liJ';: L..:D:'.'.l:.ST'..'.:R:'.:IC:.'.T..:E:'.N~G:'.'.IN~E=E:_R _ _:R::_:,:::,C·::E:.. • .:2~81'._'.7_:6 _______ -1::=:.:::....::=L---=-..:....--.:..:.:..: ______ J~OT:_:H:ER:_:A:P:PR:'.'.O:VA:::_L_L.:_:._:::.:::.:::..1::::::::::::::::::::::::..::=========SH=E=E=T=1=0=•=2:..l I:\. ~ \! ':.t-... I-.,. )-. ... ~ 0 I t I'\ e ~ Q.. ~ ~ Cl ~ HI } <I \ "' I " I "' C I'\ • () \I ? .. 284 ·: ~ "' " ~ { " · 280 · 276 .. 272 · 268 · 264 · //'"" / ' . ~ CUP 03-21, HDP 03-04, ZC 03-03 . (PER P~ECISE .• ·• GRADING PLAN)· .. • BUILDING . : : • xle ~~ . , · .. "1 ... ~;-i':c:; ~-" 0. !fZ . < . "'. ~ . . . "'"' ... . . ' r,n . . . . ' . SE'M'R LINE; · . ·. . · />E~ PLLJMBING PLAN . . . ' . . .. $EWER CONST'flUCTlON: NQil!s :• . 'vERJF·y EX SE\i/ER LINE CtlNSTRUGT 6' \icp' SANitARY ·. •. • 0 ......................... . . . SEVER LATERAL PER DIRECTION OF. AU.TH□RI?ED. It-jSPECTDRS . . ' . . ' ' ' .· WATEB ¢0NSTAU¢TION. NOTES /zt'I : CONSTRUCT i'' ~AX. SERVIC~ SIZE wATE~ s~RvicE CONNECTiON · V F'ER CARLSBAD MUNICIF'AL WA r~R DISTRICT STD; DWG. NO. W-4. FOR 2" MAX. METER . . . . . . . . . ; G . CONSTRUCT. 6" FIRE. HYDRANT ASSEMBLY. . v PER MUNICIPAL ·wATER DISTRICT sro. DW$. No.·w-1·2: . INSTALL GUARD POST$ PEIi: Sl'D DWG W.24.< • • ·@•. .. : CONS•l'R.UCT: ABO. VE GR_ .. OUND ••4•• · DOU. SLE eHE'CK :_ VALVE:. DETEC. TOR : · 23 : ASSEMBLY (REDUCED PRINCIPLE) (PRIVATE) . : : . : : •. . . : : : PER PLUMBING PLAN · : · ·· · · . · · ' · ·: · · : · . ~ CoNsTRUCT is· ~v'c WATER LINE : : : ·· ·: • : V. TO THE SATISFACTION OF DISTRICT 'ENGINEER. · ,1s) : .CONSTRUCT coNclitTE THRUST BLOCK . . .. . .. · Y : PER MUNIClf"Al .WATER DISTRICT STD. DWG. NO. w..,15, ·~ CONSTRUCT 5" PVC l'IAttR LINt . V TO THE SATISFACTION OF DISTRICT ENGINEER. ® @ @ ® CONSTRUCT ABOVE GROUND 6" DOUBLE CHECK VALVE DETECTOR ASSEMBLY (REDUCED PRINCIPLE) PER STD. DWG. W22. (PRIVATE). PER FIRE SPRINKLER PLAN CONSTRUCT 6" GATE VALVE. PER CARLSBAD MUNICIPAL WATER DISTRICT STD. DWG. NO. W-16. CONSTRUCT 8" WATER HOT OR COLD TAP PER CITY OF CARLSBAD'S REQUIREMENTS CONSTRUCT 4" PRIVATE WATER LINE TO THE SATISFACTION OF DISTRICT ENGINEER. LJ31 SAWCUT AND REMOVE EXISTING SIDEWALK (SHT 3) ~ PER STREET IMPROVEMENT PLAN. 0 @ 0 CONSTRUCT PRIVATE PRESSURE REDUCER. PLAN FOR LOCATION AND DETAILS REFER TO FIRE SPRINKLER CONSTRUCT DRIVEWAY PER STREET IMPROVEMENT PLAN (SHT 3) NOT USED. VERIFY &: JOIN WATER LINE PER FIRE SPRINKLER PLAN. VERIFY &: JOIN WATER LINE PER PLUMBING PLAN. CONSTRUCT 6"PVC S REFER TO LANDSCAP IB~l!,ATLQN . .f?LAN5~AND OR COORDINATE WITH LANDSCAPE ARCHITE t:rG'l!Jl.~~-~CT LOCATION OF THE SLEEVES AND OTHER REQUIREMENTS. CONSTRUCT 6" FDC LINE LANS PREPARED B~ -~ .: CON$TRIJCT IRRIGATION 'LINE t'SE'.RVl'CE ANb 1"MeTE;:R PER. STD ··\.::2 : DWG. NO. W4 (REFER TO IRRIGATION PLAN FOR SIZE OF BACK •8.: • ••. F.LOl'I P.REvt·. N.TE'.R,_. IRRi.G~Ti.ON M: E.tE_R; AN. b. IRR.IG. A.•·TION. Li.NE. S). 40' : IN.STALL 8" ·FLXPJ· GATE.VALVE; PE~. · · .: · : : · . · · . .... : .• CARL$BAO MUNICIPAL WAT~R QISTRICJ STD. OW(). NQ. W-16 .... :G) :• ~~ig~Jrt~gTRi~J:i J!vtMC&J\8 1~AK~~~E~~u~51 f\~~~iDAC • TO THE ·SATISFACTION OF CITY· ENGINEER. B ·• SAWCUT. AND REMOVE EX. PCC SIDEWALK, tx. GURB &: GUTTE~ . AS REQUIRED. RECONSTRUCT PCC SIDEWALK, CURB &: GUTTER a. .. IN KIND TO THE SATISrAC110N Of CltY EN~INEER.: ........ . V .: CONSTRUCT 2" MANUAL AIR RELEASE P[R ;__~:....c W-'6, Q_ • ... VERIFY & PROTECT IN PLACE OR· ADJUST EX. JOINT 'C:) ·• UTILITiE$· TRENCH TO ·SATISFAC1"I0N OF IN$PECTOR$. e. CONTRACTOR TO INSTALL 8" TAPf>ING TEE OFF· · e IN:STALL'45'·PJ BENO·· •• IN$tALL 22 1 /~· ~END INSTALL 8"X6"X8" PJ X FLXFL TEE AND 1-8" FLX PJ BEND & T. 8. 11 1/4' PJ BEND 90' PJ BEND NOTES 0 All WATER LINES SHALL INCLUDE NECESSARY FITTINGS FOR BENDS 90°, 45; X, T, ETC. TO THE SATISFACTION OF DISTRICT ENGINEER. ® © All PVC WATER LINES SHALL BE CLASS 150. C900. PIPE ANCHORS & BACKFILL STABILIZERS MAY BE REQUESTED BY DISTRICT ENGINEER. @ EX. S.S. INVERTS WERE SURVEYED BY SAN DIEQUITO ENGINEERING, INC. 4407 MANCH.f:S>El<··-A\le,;-S\:l+TE--1-B5;·------ E. NCINITA• .. s. CA 9!24, 11.l.2· .. /Po2._ .. ,,~~'.,j/ .·'f..·5?.001 .. ~'~ o .. ' ·1·> /, I~·, 'i ·~' ,.. '1 ~ ~~ ,H 1·!: , .. __ ,:J · .. -1 -«·' /. ,; [\· •r :-w.•.;i, ' ,~ ,. ' "'"'·<,· ., ' ' t; ·~ ,,..---------."" "'"';. .: ~ ,-V ·f ~,) ~ ,. -"'/~~OfESS!c,. ·, , ,, ·; i , t <>,,,i .,' ii.-~,<,' -~·, ''4{ . I ~ '\\· PIC~ ~\ //::}~ ~~\ I V') ~ .-, -... ,,_-,_ ',;•. I ' 8 ° No 14823 ?'-1 ,_,. l ', ~ . '.;' ....... _,,... PICKARD ARCHITECTS 7915 SOUTH PAINTER AVENUE WHITTIER, CALIFORNIA 90602 (562) 945-8821 FAX (562) 945-1114 NORlli COi.MY ANIMAL SHELTER MIPALOMNl-«fROHI -----SEWER WATER PLAN PROFILE UTILITY DISTRICT APPROVAL(S) DAVID W. PICKARD DATE R.C.E. 14823, EXP. 03-31-05 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS "AS BUILT" NO. OF F.H.(S)_F.FLOW __ G,P.M. OUT OF_F.H.(S). 1---------------------1 BLDG. SPRINKLED YES/NO ... F.FLOW_G.P.M. P.E. __ _ EXP. ___ _ DATE CARLSBAD MUNICIPAL WATER DISTRICT FIRE MARSHAL DATE REVIE\i/ED BY• WILLIAM E. PLUMMER DATE DISTRICT ENGINEER R.C.E. 28176 INSPECTOR DATE l---+---+-------------,r----t---i---;------1 I SHEET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT :==:::::.:==========='..:::::~ IMPROVEMENT PLANS FOR: SEWER & WATER 1---+---+----------------+--__..l--"'T---t---; I-A-PP_R_o_v_E_o ____________ ----- 1-----1--+-,,---------------t---+--t---t---i ::;C;;IT:;:Y;::E;;N:;G:::IN:::::E:::E::::R=::,P~E=:::::::::::E~X:::P,::IR~E::S~=~~D~A::TE:::::;:::::;: OWN BY: ---PROJECT NO. I DRAWING NO. CHKD BY: __ _ RVWD BY: DATE INITIAL ENGINEER OF' WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL @ t-,... .,_ I(. "' • I-It\ ii! ~ ~ 0 ... I ~ I'\ t o ' ~ tC\ { ~ :::i:. 'fl ~. " ... " "' ~ ~ 0 ~ :. " ~ "' ~ ~ \I CD @ ® © ® © (2) ® ® ~ @ @ 0 0 ® C(Q)N§ffl10'C'111I(Q)N N(Q)'JI'IE§ CONSTRUCT DRIVEWAY ( 'MDTH•40' ) EX WATER LINE TO BE PROTECTED IN PLAC!:. EX ELECTRIC ST. LIGHT LINE TO BE PROTECTED IN PLACE. EX F'ULL BOX TO BE PROTECTED IN PLACE. EX ST LIGHT TO BE PROTECTED IN PLACE. EX MONITORING WELL TO BE PROTECTED IN PLACE, NOT USED. EX TELEPHONE TO BE PROTECTED IN PLACE. EX POWER POLE TO BE PROTECTED IN PLACE. EX ELECTRIC LINE TO BE PROTECTED IN PLACE, SAWCUT AND REMOVE EX. SIDEWALK. SAWCUT AND REMOVE EX. DRIVEWAY. SAWCUT AS CLOSE AS POSIBLE TO THE FLO\\UNE OF' EX. CURB ck GUTTER AND REMOVE SAWCUT CURB. CONSTRUCT CURB ANO GUTTER. PER SAN DIEGO REGIONAL STANDARD DRA'MNG NO 6-2. SAWCUT AS CLOSE AS POSIBLE TO THE FLOWLJNE OF' EX. CURB ck GUTTER AND REMOVE SAWCUT CURB. CONSTRUCT SIDEWALK. EX. UTILITY POLE TO BE PROTECTED IN PLACE. lBENClE™ARK. 2" BRASSCAP IN STANDARD STREET CENTERLINE MONUMENT WELL STAMPED S.D. CO. SURVEYOR ON EL CAMINO REAL, 0.46 Ml. N'LY ® IJ) ~ (D) FROM PALOMAR AIRPORT ROAD. BENCHMARK DESIGNATION: R1800 34~+00POT. ELEVATION: 313.272. LEGEND OF ABBREVIATIONS AC BLOG CB CF CL CLF co CTV CTVPB 0 OB ORWY £ £/0 £P £PB £TB £UC £V FF FG FH FL /NV /RR LO LT L&:T LS MKO N N£ NG NO N/0 NTS NW PO PL PLM PN£ PP R RO s 58 SOMH S£ SGN SMH S/0 SSGN ss SSM ST S&:T ASPHALTIC CONCR£T£ BUILDING CATCH BASIN CURB FAC£ C£NT£RLIN£ CHAIN LINK F£NC£ CL£AN OUT CA8L£ TV CABL£ TV PULLBOX 0£LTA 0£8RIS BASIN DRIVEWAY £AST £AST OF £DG£ OF PAV£M£NT £L£CTRIC PULLBOX £M£RG£NCY T£L£PHON£ BOX EUCALYPTUS £L£CTRICAL VAULT FINISHED FLOOR FINISHED GROUND FIR£ HYDRANT FLOWLIN£ INVE:RT IRRIGATION LOCAL D£PRE:SSION LIGHT L£AD AND TACK LAND SURVEYOR MARKED NORTH NORTHEAST NATURAL GROUND NUMBER NORTH OF NOT TO SCAL£ NORTHWE:ST PAD PROPERTY LIN£ PALM PIN£ POW£R POL£ RE:CORD RADIUS SOUTH SIGNAL BOX STORM DRAIN MANHOL£ SOUTHEAST SIGN S£W£R MANHOLE SOUTH OF STOP SIGN SANITARY S£W£R STANDARD SURVEY MONUMENT STR££T SPIK£ &: TIN 1-800-422-4133 -- IIMII .... M.-,.,. ·------- SW S&W T TF TG TMH TP TPB TS TSB TS/LT 1W TYP w WI WM WV :&1Ilt§(C. N(Q)ft§ MATCH EX. CURB, GUTTER, SIDEWALK FINISHED SURFACE. EX. STRUCTURES PER DRA"'1NGS NO. 288501. DWG AND NO 553 TOP01. DWG OF' PROJECT NO. 288502 (PROJECT NAME: NORTH COUNTY ANIMAL SHELTER) DATE OF PHOTOGRAPHY: 01-21-02 PREPARED BY: PD CONSULTANTS, INC. 401 WEST 'A" ST., SUITE 2500 SAN DIEGO, CA 92101 TEL (619)232-4466. EX. STRUCTURES PER CITY OF CARLSBAD'S PROJECT NO. 3286. DRA'MNG NO. 323-3 DATED 6-18-98. F'OR MORE INFORMATION, REFER TO MISC. NOTES B & C. SOUTHW£ST SPIK£ &: WASHE:R TANGENT TOP OF FOOTING TOP OF GRAT£ TE:L£PHON£ MANHOLE: TOP T£LE:PHON£ PULLBOX TRAFFIC SIGNAL TRAFFIC SIGNAL BOX TRAFFIC SIGNAL WITH LIGHT TOP OF WALL TYPICAL WE:ST WROUGHT IRON WATE'R M£TE:R WATE:R VALVE: STR££T LIGHT FIR£ HYDRANT GATE: OR WATER VALV£ POW£R POL£ TOP TO£ TOP TO£ OF CUT SLOP£ OF FILL SLOP£ PLAN SCALE: 1 =40 ---0 20 40 80 GRAPHIC SCALE APPROVED TENTATIVE MAP/SITE T\11S IS THE APPROVEJ0 _1,,__0FPLANNING PLAN PERCON;;J~~g~VTION NO _$.9'.1~--· ~oMM\~\ON nr-~ IJ '' ; • 1'"'.\. A (, ,9~1 \. \ ~' )-.. -, ..... :\~ . 01.\_ fLAN-NfNG [IE.Pi, -OAT! ~fr. .. ~( I)' ,.1 .1 __ ,Arr __ _ r,11".;f h1·~ -•· '-' --~-----------------------,-~------ SCALES HORIZ. 1" = 40' CUP 03-21, HDP 03-04, ZC 03-03 RECORDED EASEMENTS NFO SEE SITE PLAN A-001 PLANS PREPARED B~ ' ,, • ,. PICKARD ARCHITECTS 7915 SOUTH PAINTER AVENUE WHITTIER, CALIFORNIA 90602 (562) 945-8821 FAX (562) 945-1114 DAVID W. PICKARD DATE R.C.E. 14823, EXP. 03-31-05 NORTHCOt.NrY ANIMAL SHELTER 1181 PALCIIAll lffOFlr lDID 0.tP PAO. 'CH.Palll. NDClt Mllll11CUM1 -1111.11 SIREt:T t.4PROVEMENT PLAN --1-miii~::.+i:c,.,..,.----1 2001-081 C-ST ••• SHEET 1 OF 1 SHEET INDEX NUMBER f.-f.- f-' f-' c:i c:i ; i i ~ ~ a,: u.J u.J z (.!) z ~ u.J o::i ~ ~u ~ u Pr... 0 >- ~' -"'! U CL I I i:l t!! < 0 ij g g L..i LJ Ct'. ii fi z w ,_; fi ~ z w > ,-. Q u "5 ,_; ~ !ts < d z w oi fi z w ,-' (/) .e_ > Q ~ Q. 0 t- ~ Q l fl\ 01'11 io l ~~ () "' I u "' ~ " It ~ \I .., t ,l ~ R V) ~ ~ ' ~ ~ Q ' l 0 \J r ~ ~ p N L J H G F E D C B 1 I I 2 3 \ \ \ 4 < -+-. \ 4 5 6 I~ I 7 / 7 a NORTH 8 • 10 9 10 11 12 11 12 13 13 14 14 \ \ 15 1e 17 SLOPE ANALYSIS ACW (t) 0 TO LESS 1HAN 1 Sll SLOPE 2.81 ACP!!S (2) 18!1 TO LESS 1HAN 2e,i: SLOPE 0.70 ACRE (3) 2e,i TO 40ll SLOPE .oe ACRE (4) SLOPE GREATER 1HAN 40!1 .ee ACRE APPROX. TOTAL 4.37 ACRES -' '"•-f•i:,:.,,;;}_,;f{f};,:· ~/ , I j! . • . 1· "'~""l ' ' ,. -. ' ;: zea 1 -t.J. . . . . -' ' . --+- / 15 16 17 CUP 18 p .I e?ll 18,C 2ll 0 1 e,i l.lllll1 N / / --- L --K J -;!l ; "' ---,GU r ( \ ' H 0 F E D C a -· 1/.// Ii'\. "' " ,f"'"S> ·-~ .. ~ A 18 HDP 03-04, zc 03-03. LEGEND OF ABSREVIA T10NS AC I/LOO CB Cr CL CLF' co C1V C1Vl'II D Da l)flWY £ ~ £P8 £78 £UC EV " FG l'H FL /NV HIit LO LT LIIT LS MKD N Nl NO NO ~ NW PO Pl. l'LM PNl ,.,. If /ID $ ff SDl,/H $£ SGN $1./H S/0 SSGN ss $SI.I ST UT SW $1/W T ~ 711 1"'H 1" TPtl ~ 7S/l.T 1W 7YP w WI WI( 1W A!ll'HALTIC CONC/1£1T /WILD/NO CA11:HIIASIN CURii ~ACE CCNTEIILINE CHAIN LIN!< /lrNCE CLEAN O/JT CAI/LC 1V CAI/LC 1V l'UI.LIOX DELTA DESIWSIIASIN DRl>!"WAY CAST CAST 0, EDG£0,,.,.,Vllt/lNT l!LECTRIC l'UI.LaOX EM£/IGENCY mEf'HONC IOX EJJCAL Yl'7l/S l!LECT/f/CAL -LT F/NISH!D FL- F/NISH!D GROUND FIRE HYDIIANT FLOWI.INE IIMM IRRIGATION LOCAL-LIGHT lEAD AND TACK LANO ~ W.RKED NORT/1 NORTIIEAST 1"<7t/RAL Q/IOIJND NUl,/8£11 NORT/1 0, NOT ro SCAU NORTIIWCST p)JJ f'ROf'ElrT'Y LINE P,IL/,1 f'INl POIW!ll"OLC RECOIID IWJIUS SOUTH S/Q1"<L l/0)( ST0/11,1 DRAIN liANHOLC SOUTHEAST SIGN SE:WElf I.WIIIOLC SOUTH OF sml'S/GN w-HrA/fY SEIWII STANDARD Sl.lffvrf MONUMENT STRECT SPIKE II 17N SOUTHWEST SPll<CII -TANOCNT TOP 0, f'OOT/116 TOP Of QMT1! 1'£W'IICNE MANHOLt TOP T1!Ltl'HCN£ l'IJIHOX TIIAmC S/01"<L 711,4"1C S/01"<L IIOJ( TIIAmC S/01"<L WITH LIIJHT TOP OF WALL TYPICAL WEST WROIJQ/IT IRON WAT1!R MET1!1> WAT1!R VAL~ I I AECOADEO EASEMENTS INFO 5EE SITE PLAN A-00I SOILS ENGINEER: KLEINFELDER, INC. 5015 Shoreham Place San Diego, Callornla 92122 Tel= 1858) 320-2000 Fax:1858)320-2001 PREPARED BY= 1111 a:anH l'ANl'IP't A\INJI -~~--l'AXIRtlM5--1114 AACHIT!CTI ,e tlN:I lit 1 . O'T-~ CUP SU:!MITTl,l. .... O.T.T. .,._AWN IY N.G. Ill' . ...... 1'•30' NORTH COUNTY NIMAL SHEL TEA 2-181 l'ALCIWI Afl'OIIT FIOAO CAIi SB6,0, ~ 112009 ...,-1111.11 HILLSIDE DEVELOPMENT L0l'I!! NW.Y99 --...,. 2001-081 HS-1 "' II. • ..0 ),. 0 I "' (\ A.. Q "l:: IC) ~~ <( "" ,., a <:I v ~ M :r I t_, i ... " '(I ~ .. ~ £ i ~ ~ I-~ ~ " ~ ... ~ ~ Q N L K J H G F E D C e A X "" <C 2 53' 3 10' ft EX, ACCESS .,_,:::.,-,_':, EX. SLOPIE ,. / EX. GUARD RAIL t;,,-?- / '\ ,-\-· _ _JI'__ (EX. ,ENCE ~s"' V ', «"',I ,,,s~<s ' b~ S'<;,'<:'-'\ '\ 11-', "'! 'S, ~~1_+<.; ..,<v EX, ',/ALL T□ BE ', "<~11-:.\ <i,'v 2 PROPOSED PROTECTED IN PLACE"':J.IF-----e-,G.:..;~:::::;_11!;:--,!--- ~., % PER PLAN '" 4% MAX. SECTION "H-H" l.OOKNQ NORTH EASTI SCALE• H • 1'•20' V • 1'"'10' "" 63' j:3 ~---...::::.:::'-------1 R/',/ a< l-a< 5: I a< 10' S.S' :;, (277.2) TC 1 52.4' :t: a< (276.7) F"L 1 ~ _7 ~--, :i==-1,(EX, GROUND 261>,0 TC ~ -... I 265.5 F"S EX. PAVEMENT ------~ -~ .... . 'L % PER PL SECTION "G-G" (LOOKNQ NORTI-1 EASTI 3 3' TYP, SCALE= H • 1"•20' V • 1'-10' PAVEMENT tr FENCE WATER SURFACE=252.6 7 II 16' 5' (APPROX.) 3' ...J w w z u z z <( w :c LL u x x EX. WALL 10 11 1 12 , 1, ~ 1l 1 MAX 5% '11, VAR. PER PL MIN 1% 13 14 15 Ct: 30' ~ ::::, <., 5'-0' > ETBAC i:s e:,J 5' 2% 1:1 SURCHARGE LINE ',,,, 5' (APPROX.) ~ t5 ~ <( z :c >< <( ~ w Ct: -Cl Cl //;-~··· -,, /~//,· ',,v/ AN 17 CUP 03-21, HDP 03-04, ZC 03-03 x 111 X. AVEMENT . -.. -... -.-----------·-. i -····---,.,_.! 0 N L K J ' ±11' ', (APPROX.) ,., \1~ SECTION "B-B" EX S.S. (APPROX. 7' DEPTH) UNRECORDED EASEMENT BOT=242.6 " ")l. , gV,w; <APPROX,)_,,_~_,.. N.T.S. ILOOKINQ EASTI H STORM WATER RETENTION BASIN--Ill Ill II: 2 SECTION "F-F" N.T .S. ILOOKNa EASTI R/',/ "" 63' j:31-----=-----i a< .... 10' ~a.I a< (275 05) TC :;, (27 4.55) FL 5.5' 271 TC ::r -........... 1% 2% ~-:-------=~---i:r:~-_.,;;---;::,. ~ -. -. --~:,, '-1- ,7--"'' EX, GROUND ------------------- SECTION "D-D" (LOOKf«l NORTH EASTI 3 4 3 4 5 SCALE: H • 1'•20' V • 1'"'10' 6 7 8 UNRECORDED EASEMENT (±264 F"G> 9 BLDG, O" LIP APP OVED THIS IS THE APPR VED TENTATIVE MAP/SITE PLAN PER CONDIT! N NQ. __ (e_ ____ CF PLAN NINO COMMISSION RES LUTION NO. __ 2\_qz_~--· \, ~"' €v""\ ), lo,.!'~ . . .J., Pl.ANNIN~ OEPT. O>Tf r_, ti:M ·{"i,.,; llLPl. • DA1' -----~-------· =tllf ------· -10 11 12 a:: 19' ----~---1',_ 4'-0' --2·-o· SIDEWALK ETBAC I ...... + r; SECTION "A -A" i3 > ts e:,J 5' (APPROX.) 5' ~X. WALL -~1·vEMENT l . . -.. I N.T.S. (LOOKNQ EASTI IMPORTANT NOTICE SECTION 4218/4217 OF !HE GOVERNMENT COOE REQUIRES A DIAL ALERT IOENTIFlCAMN NUMBER BE ISSUED BEFORE A 'PERMIT TO EXCAVATE" i!ll BE VALID, TOLL FREE 1-800-422-4133 TWO WORKING DAYS BE:FDRE YOO DIG. 13 14 15 THIS SET OF PLANS & SPECIACATIONS MUST BE KEPT ON Tl£ JOB AT All TIMES AND IT IS UNLAWFUL TO MAKE ANY CHANGES OR AL1!RATIONS ON SAME i!THOUT YllllTTEN PERMISSION FROM lHE GITY Of CARLSBAD ENGINEERING DEPARTIIENT. THE STAMPING Of THIS PLAN & SPECIACATIONS SHALL NOT BE HELO TO PERMIT OR BE APPROVAL Of THE "11UTION Of ANY PR0"1SIONS Of CITY OR□INANCE OR STAlE LAW. 16 17 18 G F E D C B A AECORDEO EASEMENTS INFO !iEE Sile PLAN A-00I KLEINFELDER, INC. 5015 Shoreham Place San Diego, CaHfomla 92122 Tel: (8581320-2000 Fax• (8581320-2001 PIREPARED BY= NORTH COUNTY NIMAL SHELTER ¥~ 2481 PALOMAFI ~ A0AD CAIUBAD,CAI.FaNA020Clll ..,.ffll.ll HILLSOE DEVELOPMENT ACCEtD,IA 1 PERMIT N.O. ... IC.O. ""' IHI'. N. T.S. @