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HomeMy WebLinkAboutDWG 416-2A; CUP 03-21; NORTH COUNTY ANIMAL SHELTER; 01-10a= C ' GRADING NOTES (IN ADDITION TO THE: RE:QUIRE:ME:NTS OF CHAPTER 11.06 OF THE: CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPE:RSEDE:S ALL OTHER PLANS PREVIOUSLY APPRO\IE:O BY THE: CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINE[R IN RfSPONSIBLf CHARG[ SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RfSPONSIBILITY FOR THE CORRECTION OF fRRORS AND OMISSIONS DISCOVERfD DURING CONSTRUCTION. ALL PLAN RfVIS/ONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY P[RMIT FROM TH[ CITY ENGINEER WILL BE: REQUIRE:D FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANC[, A CfRTIFICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY.T!if INSURANC[ COMPANY WRITING TH[ POLICY MUST HAVE A RA TING OF "A AND A SIZ[ CATEGORY OF CLASS V AS FSTABL/SHED BY "BESTS" KEY RA TING GUID£ 5. UNLfSS [X[MPTED BY SECTION J01.(b)5 OF TH[ UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY R[QUIRE SEPARATE P[RMITS FROM THE BUILDING D[PARTMENT. 6. NO WORK SHALL BE COMMENCE:D UNTIL ALL PERMITS HA VE BE:EN OBTAINED FROM THE CITY AND OTH[R APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE: CITY E:NGINEER DOE:$ NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PfRMISS/ON HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL Bf MAD[ TO TH[$£ PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHffT OF TH[ PLANS AND TH[ TITLf SHEfT. 9. ORIGINAL DRAWING$ SHALL BECOME THE PROPERTY OF THE: CITY UPON BEING SIGN[D BY TH[ CITY [NGIN[[R. 10. THE ORIGINAL DRAWING SHALL Bf R[VIS[D TO RE:FL[CT AS-BUILT CONDITIONS BY THE ENG/NfE:R-OF-WORK PRIOR TO FINAL ACCfPTANCf OF THf WORK BY TH[ CITY. 11. ACCESS FOR FIR[ AND OTHfR f~GE:NCY VEHICLES SHALL BE MAINTAINE:D TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHfR[ TR[NCHfS AR[ WITHIN CITY fASfMfNTS, A SOILS RfPORT COMPRISED OF· (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURV[$, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINE:E:R OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE F/fLD OF APPLIED SOILS MECHANICS. THE SOILS RfPORT WILL Bf SUBM/TT[D TO THE CITY fNG/NffRING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SO/LS COMPACTION REPORT AND COMPLIANCE VERIFICATION RfGARDING ADHE:RE:NCE: TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT /$ REQUIRED PRIOR TO THf ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE: DON[ UNDE:R THE: DIRE:CTION OF A PROFESSIONAL fNGINE:fR OF THE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANIC$. ALL FILL OR FUTURE FILL AREAS SHALL Bf CONSTRUCTED IN ACCORDANCE WITH THE: CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIF/CATIONS " ATTACHED TO TH[ PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPE:CTOR. 14. A PRFCONSTRIIC110N Mff77NG SHAii BF Hft Q AT THf SITF PRIOR TQ THf BfG/NNING Of WORK AND SHALL Bf ATTFNQfQ BY All RfPRfSFN TA llVfS RfSPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THF WORK TH[ CONTRACTOR $HALL SCHEDULE THE MEETING THROUGH THE PfRMIT CLERK ( 438-1161 oxt.4J2J) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDfD BY THE PROJfCT INSPE:CTOR AT THE: MEfTING. 15. ALL INSPFC110N R£0UESTS QTHFR THAN FOR PRFCONSTRUC110N Mff17NG WILi BF MADE BY CAIi ING THE FNG/NfFRING 24-HOIIR INSPFCDON RFQIIF$T I INF AT (619) 4JB 3891. INSPFCVON REQUEST MUST & RFCFIVFD PRIOR TO 2· 00 P.M. ON THE DAY BEFORE TH[ INSPECTION /S NEEDE:D. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL Bf SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HfALTH STANDARDS, LAWS AND REGULATION$. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROT[CTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCH[$ OR DURING THE PIP[ INSTALLATION THEREIN. THIS PLAN MUST Bf PREPARED FOR ALL TRENCH[$ FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA VON IF THE PLAN VARIES [ROM TH£ SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, nn.E B CALIFORNIA ADM/NIST/IA TIVF CODE. THE PLAN SHALL & PREPARED BY A R[GJSTFREQ FNGINFFR AT THF CONTRACTORS FXPFNSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING P[RMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED IWTHIN ANY WORK ARFA DURING CONSTRUCTION, OPFRATIONS WI/ L CFASE (MMFDIATFLY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACfNT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OP[RA TION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING [QUIPM[NT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A. M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEfKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BF SUBMITTED BY IHE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL $HALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR SHALL & RESPONSIBLE FOR ANY QFBR/$ OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT $LOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNE:D AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL $HALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPfCTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES $HALL BE /RRIGA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE /$ BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLAN$. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS A$ REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THI$ PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS $HALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. C: \DWG-12\CLSB-GP.DWG 12/12/04 JO. STORM DRAIN PIPE: SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER $ORSO $-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE. J1. WHERE AN EXISTING PIPE LINE: IS TO Bf ABANDONED AS A RESULT OF THE GRADING OPERATION, IT $HALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR $HALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN TH[ PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE' REVISION OF TH[ GRADING PLANS IF IT I$ FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSfD WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVIC[ ALERT SDG&E 1-800-422-4133 (619)438-6200 (619)489-3441 (619)438-5241 (619)434-2980 (619)4J8-JJ67 (61!i)75J-1145 (.619) 753-0155 (619)744-0460 (.619)753-6466 (619)565-5657 PACIFIC BELL DANIELS CABLEVISION CITY OF CARLSBAD(STR[[TS & STORM DRAIN) "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 'SAN DIEGUITO WATER DISTRICT 'I.EUCADIA COUNTY WATER DISTRICT 'VALLECITOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT "BUENA SAN/TA TION DISTRICT *AS APPROPRIATE J4. PERMIT COMPLIANCE REQUIREME:NTS: A. FOR CONTROLLFD GRADl';f -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS [NGINE[R, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSfRVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED 'TO THE CITY ENGINEER VIA THE PROJECT INSP[CTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGIN[ER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE $OIL$ ENGINEER, WHICH INCLUDES RECOMMENDED $OIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE $OIL$ ENGINEER THAT THE GRADING WA$ DONE IN ACCORDANCE WI TH THE REQUIREMENT$ AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER TH[ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL Bf REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED GE07fCHN/GAI INVfSVGAVQN NFW NORTH COUNTY ANIMAi SHEL TFR PRfPARED BY Kl F!Nm DFR INC 5015 SHORFHAM Pl ACF SAN QIFGQ CAI/FD/IN/A 92122 (858) 320-2000, DA TED MARCH 7 2002.fSHALL BE CONSID[RED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 1]'1£ RECOMMENDATIONS AND SPECIF/CATIONS C~T_A/1!&. IN SAID SOILS REPORT. .if "I\~ t,~""'-""I j( j ~ Jl:1i1,.l,el4' "NC.,D.i~ ,~,z_gof, (/..fh_ "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR TH/$ PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFIN[D IN SECTION 6703 OF THE BUSINESS AND PROFfSS/ONS COD[, AND THAT THE 0£$/GN /S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8ILITI[$ FOR PROJECT D[SIGN. FIRM: ___ ~P~IC=K=A~RD~A~R=CH=l=TE=C=TS"'-------- ADDRESS: --~l=9~15~S=O=U~TH~P~A~IN~T£=R~A=VEj-N=U=E ___ _ CITY, STATE:-~WH=l~m=E=R~C~AL=IF~O=R~N~IA~9=0=6=02=----- TELEPHONE:-~(5_62~)_9_4_5_-8_8_2_1 _FA~X-'-'(5~6""2)_9""4""5_-""11_14'--- BY: DAVID W. PICKARD JR. DA TE: _---"-01,._--"0=-9-....,2.s0=-04.,___ R.C.E. N0.: __ ..:..14""8"'2=-J __________ _ REGISTRATION EXPIRATION DA TE: OJ-31-05 SOILS ENGINEER'S CERTIFICATE I, RICK E. LARSON, PE. GE , A REGISTER[D CIVIL &: GEOTECHNICAL [NG/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TH[ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS $/TE WAS MADE BY ME 01? JJND[R MY.ii fllrECIIO~ BETWEEN TJiF DA TES OF MARCH 7, 2002. 'l'We-611cl Adol•11cl•"' d~~ Rl:,.4,Zoo4. ,,.,,.e, COPIES OF TH[ SO/LS REPORT COMPIL[D FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: G.E. NO.: DATE: LICENSE EXP/RATION DA TE: 12/31/05 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEE:R OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMP. . Tl AND STABILITY OF THIS SITE. fllWAlENJI e NQl1CE 10 CQN'l'BAC'IMS/ 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES AND/OR STRUCl\JRES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF CARLSBAD DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE LOCATION OR THE EXISTENCE OR NONEXISTENCE OF ANY UTILITY AND/OR STRUCl\JRE 'MTHIN 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 CONTRACTOR SHALL COORDINATE 'MTH UTILITY AGENCIES ANO COMPLY 'MTH THEIR REQUIREMENTS INCLUDING REMOVAL, RELOCATION, ADJUSTMENT TO FINISHED SURFACE ... WHETHER THE EXISTING UTILITIES SHOWN OR NOT ON THESE PLANS. 3. THE GRADING CONTRACTOR SHALL PREPARE HIS OWN ESTIMATES. THE EARTHWORK QUANTITY ESTIMATES AS SHOWN ON THIS PLAN IS NOT FOR CONTRACTOR'S BIDDING PURPOSES. 4. SHOULD EXISTING SURVEY MONUMENTATION/CENTERLINE TIES BE DAMAGED, DISLOCATED OR REMOVED BY CONTRACTOR, CONTRACTOR SHALL REPLACE IT AS REQUIRED BY THE CITY OF CARLSBAD. SEE RECORD OF SURVEY MAP FILE 85-0647561 PAGE 9939 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO CALIFORNIA DATED 02.24.1985 FOR REFERENCE. s. REFER TO APPROVED PLUMBING, IRRIGATION, ARCHITECTURAL AND OTHER PLANS FOR ADDITIONAL DEMOLITION & PRECISE CONSTRUCTION DETAILS. THIS SET □F PLANS l SPECfflCA TI□NS MUST IE KEPT ON THE J□B AT ALL TIMES AND IT IS UNLA\,/FUL TD MAKE ANY CHANGES DR ALTERATIONS □N SAME 1/ITH□UT YRITTEN PERMISSI□N FROM THE CITY □F CARLSBAD ENGINEERING DEPARTMENT, THE STAMPING OF THIS PLAN l SPECIF'ICATl□NS SHALL NOT BE HELD TD PERMIT DR BE APPROVAL OF THE Vl□LATil>J OF ~y PR□VISI□NS □r CITY ORDINANCE DR STATE LAW-. IMPORT ANT NOTICE SECTION 4216/4217 OF THE G □VERNMENT CODE REQUIRES A DIAL ALERT IDENTIFICATl□N NUMBER BE ISSUED BEFORE A 'PERMIT TD EXCAVATE' \,/ILL BE VALID. T□LL FREE 1-800-422-4133 TY□ Y□Rt<ING DAYS BEFORE Y □U DIG, AC BOW BLDG CB CF co E EX LEGEND ( CONTINUED ) AGGREGATE COURSE BACK OF WALK BUILDING CATCH BASIN CURB FACE CLEAN OUT EAST EXISTING FD L & TACK FD FOUND LEAD & TACK FOUND VICINITY MAP CITY OF' OCEANSIDE HIGHW-'Y 'a FG FF FL FS GB GTE H HP ~l N N,E,C ~t pp FINISHED GROUND FINISHED FLOOR FLOW LINE FINISHED SURFACE GRADE BREAK GENERAL TELEPHONE HIGH HIGH POINT ~j~~6LE NORTH NORTH,EAST. CORNER PROPERTY LINE PAGE POWER POLE REINFORCED CONCRETE PIPE SOUTH WORK TO BE DONE TH[ GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SfT OF PLAN$ AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESf PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH[ FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 5492 DA TED 10/15/2003 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA ON$ BY KLEIN[tl.DER. INC. 5015 SHOREHAM PLACE, SAN DIEGO CALIF/RN/A 92122 858 320-2000' DATED MARCH 7, 2002 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. ll. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATEDJ>,L"---------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED 10/28/2003 10. STORM WATER POLLUTION PR[VENTION PLAN PREPARED BY PICKARD ARCH. DA TED JAN. 9, 2004. 6:1.. ol..NC> ,._ ope. "Du."" * I b'j KLF!:, 1JF£/..,/)lii1<-, :J::l'A-'. Dll72i£D nee :s; :a>o'{ LEGEND DESCRIPTION DWG. NO. SYMBOL QUANTITY EXISTING ELEV. ....................................................................................... (264.53) PROPOSED ELEV ..................................................................................... 264. 00 A. C. PAVING OF STREETS 4 • A. C. OVER 4" AB OR AS SPECIFIED 8 Y SOIL$ ENGINEER-40, OOOSF P.C.C. 6" CURB & GUTTER ................................ G-2 ........................... _____ --410LF P.C.C. SIDEWALK (4") ......................................... G-7•......................... -1,JOOSF CHA/NLINK FENCE ................................................................................. -x-x-_fftH PLAN) J' WIDE PCC RIBBOW GUTTER ............................................................. _____ -450LF 6" CURB/ GUTTER ............................................................................. -------1J50LF RIP RAP ............................................................................................. .. di '114@ " 4' Mt cft --LS. NOT TO SCALE RCP s S.C.E. SD SMH ss SOUTHERN CALIFORNIA EDISON STORM DRAIN PACIFIC OCEAN SOURCE OF TOPOGRAPHY CITY OF' VISTA Ra CITY OF' ENCINITAS TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTO GmDE'VC CORPORAVQN --METHODS FROM AFR/AL TDPO INFORMATION FLOWN ON MAY 14 2000 BY P&D CONSULTANTS. INC. 401 WEST "A" STREET, SUITE 2500 SAN DIEGO, CALIFORNIA 92101 TELE: (619) 232-4466 FAX: 234-3022 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 213-020-18 THE CALIFORNIA COORDINATE INDEX OF TH/$ PROJECT /$: N N.10528.7085 E E.98274.1150 BENCH MARK DESCRIPTION: 8" BRASSCAP IN §TANDARD fiTR~ET ~ENTERLINE ONUMENT WELL TAMPED s. . o. URVEYOR LOCA TION:_-.o;O,;N"'E""L"'C-'AisM>i'IN;-;O,..R=E=A=L.~0.~46~m=i.~N~'~L Y~FR~O=M~PA=L=O=M~AR~------AIRPORT ROAD. RECORDED: --'B='E'=Nc,;Cc;,HM"'A~R"'K...,D.,E=S=IG~N'-'A 11,..0.,N"'-: ...,R ... 1""80,.,0 ...... 34...,5.._+-"o.,.,oP....,O.._T~. -------- ELEVATION: _3.,1i'e37.25772nsr,...,.....,.....,.,.nn,,,,.....,"""....,.,,,..-,""'"'"",...,.,......,,,.,,.-rrn-,.,,.....-.,.,......,,,.,..-- OA TUM: ---,~.,.,~ffliw~~~~rr"lss""fAmFN1'-ig~ .... ~sri1~ .... AA"""J!;;;-'~';,;,cmm1ft..,affirn8mj,-'r:'lt,&,.;;['--;ll1i?i~mi&m~'ii-i~f""'~D,,..,.L~;.,;~f,;;.;~a;;-~G.,....A f RS 1534-66 STATION 185+80.78 B.C. AND RS 1534-66 STATION 189+83.97 E.C. ON PALOMAR AIRPORT ROAD' AS SUCH MONUMENT$ WERE FOU~~ PEfi RE~iR!kf l5~R~Y MAP NO. 16471, I.E. N.59 DEGR SO Ml U ti coog~L@;tJi ~Lu~ AT" lHE wtLL MoNOMENts ARE As FoLLows, N.1 28.8 E.!r74.11 0 114: N.10731.8315 E.98621.2874 ST T TC TG TYP TW VAR VCP w w w WM y ! y ! ------------- SEWER MANHOLE SANITARY SEWER STREET TELEPHONE TOP OF CURB TOP GRATE TYPICAL TOP OF WALL VARY v1TRIFIED CLAY PIPE WEST WATER 'MOTH WATER METER TOP> OF CUT TOE, SLOPE TOP> OF FILL TOE $LOPE CONCENTRATED FLOW PROPERTY LINE EASEMENT AS NOTED ON PLANS ~ESTIMATED EARTHWORK QUANTITIES (CY) (A) ~-a ~\'.OI ESS1r11, '•· .. °" Pl ' 4<' • CUT FILL ~ "'' q~ \ ~ "½~\ (8) PHASES NO. 1 & 2: 6.000 7,000 <-:, _::,._ ~\ SHRINKAGE: 10% ASSUMED -600 700 ! § ci No. 148?32~, !· 0:: ::::0 I (C) PHASE NO. J '• #l 1,800 0J'1 CiVll f:;'c;,° SHRINKAGE: 10% ASSUMED 180 . l; _ _....., "' .· SUBTOTAL 5,400 9,680 ·, 'urc,,L11<o. · APPROX. IMPORT 4.30D SOLS ENQt-.lEER: KLEINFELDER, INC. 5015 Shoreham Place San Diego, Ca.llornia 92122 Tei: (858) 320-2000 Fax: (858) 320-2001 PREPARED BY: 9IQNA TUPI! 79111 !ICU11'i ~-AVl!NUE Whitler, Calorria 90e02 ~ofES 10,~ l1562194H821 ~AA 158211145-1"4 ~ ·[10,t: ~ ~ _,.{;) W ~'?a "J., """" ~ [ <> ~ ~ 23 'fS ,;) "' / l ~ * OJ-31-05 1t ,so~~ CIVIL ~ /)" cii,lf__;;.,./ ARCHITECTS (A) BASED ON STIFFENED GRID FOUNDATION SYSTEM PLANNING DEPARTMENT APPROVAL 11 AS BUILT" CONSTRUCTED DIRECTLY ON THE EXPANSIVE SUBGRADE PER SOIL RECOMMENDATION NO. 2. SUBJECT TO FINAL IAA.tta.,,,~i.,~.,doe-DATE: Z / I 'f ,t)"t-FIELD VER/FICA TION/DEC/$/ON BY SOIL ENGINEER ( D) (8) INCLUDING TEMPORARY EXCAVA 110N OF 10' IIICIIABL J. BOLZIIILLl!R, PLANNING DIRECTOR RCE EXP. DATE DEEP RETENTION BASIN (C) INCLUDING RAISING THE RfTENTION BASIN I::.,...;,._ /v\ Iv -,2::, DATE:)./ 11 / ~ Y (1' ULTIMATE DEPTH) (SIGNED) 5 REVIE\,/ED BY, RICOIIIIENDEll BY: £,\FS: ,¼ UII/Or, PBl'.NT N.iiiij INSPECTOR DATE I SH1EET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: TITLE SHEET-NO. C-1 NORTH COUNTY //,/-ANIMAL SI-ELTER / 2a!PAl.0M.ll!AIP0lll'~ CNUll,I[), CN..F!llllA - APPROVED d, _ LLOYD B. HUBBS /~~ ~z~~ ~hrt~ CITY ENGi NEE....,. PE23 ~S 12/31 /05 -6A -- OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ;[i...g, ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ;;[l-g CUP 03-21 416-2A C :e .... C) ... g 0 (\J -.l=ai, I gj .... ...I, I 0 en (\J 0 A I w I\) .... ~ )> .,. 0 0 N co M iri 0 u;j -ru 0 .0 ~ "- C 0 "' ~ 3' ~ en _J ~ .. >-cu 0 / ~ ~ D .. 0: "' / _J ~ > ~ u / L w ~ -w ~ en -co E rl C .. > ~ C 0 0 u ~ -L 0 z -m 0 ' -0 0 ru / -0 0 ru ~ .0 0 7 .. CL / X "- A <[ 53' °' I >-(284,36) FL °' □ o_ °' ~ <[ "'-------y-~ EX. PAVEMENT ..J <[ o_ "'" A 63' R/'v/ 1§ 1-----....C...C-----, °' ,5' 10' 52.4' ± I I SCALE: H • 1"•20' V • f•10' <277.2) TC (276,7) FL -,"f-=-l / EX GROUND EX. PAVEME~)-...._ ..._ ..._ ..._ ..._ ..._ 266.0 TC 265,5 FS ..... '-. --.. SECTION "G-G" (LOO<Na NOR1H EASO TYP, SCALE: H • 1"•20' V • 1'-10' FENCE % PER PL 3 PAVEMENT IMPORTANT NOTICE SECTION 4216/4217 OF THE GOV£RNMENT CODE REQUIRES A DIAL ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. THIS SET OF PLANS & SPECIFlCA TIONS MUST BE KEPT ON THE JOB AT ALL TIMES AND IT IS UNLAWFUL TO MAKE ANY CHANGES OR ALTERATIONS ON SAME WITHOUT v.RITTEN PERMISSION FROM THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. THE STAMPING OF THIS PLAN & SPECIFICATIONS SHALL NOT BE HELD TO PERMIT OR BE APPROVAL OF THE VIOLATION OF ANY PROVISIONS OF CITY ORDINANCE OR STATE LAW. '} o. ':'0, <~ 0 '<> .-<\ 2 V' MAX. 2% 1---BUILDING--\-- THRESHOLLD PER ARCHITECTURAL PLAN FF=264.00 O" LIP DETAIL N.T.S. It I ...J w ! ~ U I Z 16' 5' -+---------;f'--,f'-(APPROX.) 3' ti I ~ GR····O··U·· N7D FENCE u... : u X I X ViEX. 'w'ALL \./ATER SURFACE=252.6 w w ¾: ___ .:,_ _ __,,=,--~""'""'-.......,.,...,.,.=-r..,,..,.,..----,,---=,....~ ~. . ~ j [ ~ivrn r EX. 1 1, ~ -i' -1- MAX 5% "11, VAR. PER PL MIN 1% 5'-0' ETBAC 2% 30' -11,1.-r ~l ljl~ ~?ill! ............. ······•·· ······· -~ 1: 1 SURCHARGE LINE VEGETATED SWALE a:: ~ ----=,---~ l? > ~ 5' (APPROX.) el 5' w u w z (.'.) w <( u... z I x <( u w a:: f- 00 x w el Ill o.5' F AN ±11' (APPROX.) ~ EX S.S. (APPROX. 7' DEPTH) SECTION "B-B" BLDG. 4'-0' --¥--2'-0' SIDE'w'ALK ETBAC FF=264.00 2% TYP. 19' -11,1.-r ~l N.T.S. (LOOl<Nl EASTI a:: ----~ ::J l? > u... 0 c::,J ~ <( ZI -u <( f-a:: -00 x w el X ,._ ........_ y11~' BJl I =242.6 \...-;;,> <APPROX.) ..__ ---7if 7if ~ UL Tlt-1ATE BASIN BOTTOM O" LIP I --... + /11~ ;. ~;& STORM 'w'ATER RETENTION BASIN -111= (POST CONSTRUCTION) EX S.S. <APPROX. 7' D PTH) EX. NATURAL\ GROUND , ··-- -·111 111 -:111 SECTno~n "F-F" TEMPORARY BASIN BOTTOM I i'l!I (DURING CONSTRUCTION) R/'v/ A 63' <[ i-----....C...C-----□ °' >-°' □o_l °' <274,9) TC ~ (274.4) FL <[ Ill <[ :!: □ ..J <[ o_ 10' 5.5' N.T.S. (LOOl<Nl EASTI 4' SET BACK ,5 ~ ,,-2' SET BACK ='S"--'ID'--=E'--"'v/-'-A'-"L'-'-K-,F=si<"J( i.5F'.f ,~-£-1, 271 TC <FG PER PLAN> SECTION "D-D" (LOOl(Nl NOR1H EASTI 3 4 2' SET BACK PROPOSED PAVEMENT SCALE= H • f•20' V • 1'-10' 3' SET BACK q_"V {j-Q. EX. NATURAL\ 2% <,_c., PROPOSED GROUND _l ~--~===-'\.,_c....__P_A_V_E_M_E_N_T ---1111111/ SECTION "E-E" SECTION "C-C" N.T.S. (LOOl<Nl NORTH! N. T.S. (LOOl<Nl NORlHI 1-800-422-4133 -== ~· Mt,Y.2z -..J"· 0.5' F PER PLAN 1: 1 SURCHARGE LINE ±11' VE GET A TED SWALE (APPROX.) ~ EX S.S. (APPROX. 7' DEPTH) SIONA'T\11!~~-ii: SOLS ENGNEER: KLEINFELDER, INC. 5015 Shoreham P~ce San Diego, CaJ~omia 92122 Tel: (858) 320-2000 Fax= (858) 320-2001 PREPARED BY= 7'14 ICIIJ!tt l'AM!II A\1!!1U! WHtllr, Cl.lei :.IIL 90802 {5821945-8821 l'.l>J( {582! !l«i-tlM SECTION "A -A" ~ N.T.S. 0..00KNO EASO \r,,=,r=,r- ARCHITECTS 11 AS BUIL T 11 RCE __ _ EXP, ___ _ DATE REV!E'v/ED BY, INSPECTOR DATE l----l--l------------1-----+--+---t-----1 I sH2EET I CITY o F CARLSBAD ~o ~==-'==:::EN:::G:::I:::::NE::E::::R:::::l:::NG::::::::D::E:::::P:::::AR:::::T:::::M::E:::::N=T ==~LJU==~ 1----1---4-----------------1---+--+---1---t GRADING PLANS FOR: DETAILS SHEET-C-2 NORTH COUNTY ANIMAL SH8-TEA -PALCWII-~ C-PAD, e.AI..FCIIIM 92001 APPROVED or '( LLOYD B. HU BS 17. ,., ..,. g (\J I (\J c:?' &; < ':it?~ ~p -~ 1----1---4-----------------1---+---t---j---f CITY ENGINEER~2383i?XPIRES 12 31 05 DAT 'f DATE INITIAL DWN BY: ---c--PROJECT NO. I DR:.:~2AG NO. ~ DATE INITIAL DATE INITIAL CHKD BY: jt...j!'. ClJP 03 21 -,1.,-: l-~======================================================Ll::~1~=-:..::::::::~...:=.:=-:~:•:-==.1 __________________ !E~N~Gl~NE~E~R~O~F~W~R~K~===R=E=V=l~S=IO:N::::D:E:S:C:R:IP:T:IO=N====::::OT:H:ER:A:P:PR:OV=A=L~=c1:TY:A:P:PR:O:~:L~=R=V=W=D=B=Y=:=-l=l,=g=======-========:.I~ ... -·-~ I I l f: ! .1 r ' C ~ i-.JC') a ,l:ilti, .......... oa, I I\) l> ,----------------------------------------------------------------------------------------------------------- CONSTRUCT GATE PER ARCHITEC-UR AL --- 0LANS (TYP.) NORTH SCALE: 1" = 20· NOTE: STANDARD CURB BORDERING FIRE ACCESS ROADS SHALL HAVE THE WORDS 'NO PAlnlCl f'IFE LAIi!' PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACE AT INTERVALS OF NOT MORE THAN TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK STYLE, MINIMUM FIVE (5) INCHES IN HEIGHT 'MTH A STROKE OF NOT LESS THAN 3/4 INCH, AND SHALL BE WHITE ON A RED BACKGROUND. THE BACKGOUND SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LEffiRS OF THE TEXT PCC CO'l!RED MEDIAN PER ARCHITECTURAL PLAN LANDSCAPE ARCHITECTS CONSTRUCTION NOTES ~ CONSTRUCT PVC SLEEVES, SCHEDULE 80. INSTALL 6" ELBOW AT EACH END OF SLEEVE V AND EXTEND PIPE VERTICALLY TO 12' ABOVE PROPOSED FINISH GRADE INSIDE PLANTING AREAS. SEAL PIPE OPENING 'MTH DUCT TAPE. PRO'l1DE A MINIMUM OF 30" COVER OVER ALL SLEEVES THAT OCCUR UNDER PAVED AREAS PER LANDSCAPE PLANS (PHASE 1). ® CONSTRUCT PVC SLEEVES, SCHEDULE 80. INSTALL 6" ELBOW AT EACH END OF SLEEVE AND EXTEND PIPE VERTICALLY TO 12" ABOVE PROPOSED FINISH GRADE INSIDE PLANTING AREAS. SEAL PIPE OPENING 'MTH DUCT TAPE. PRO'l1DE A MINIMUM OF 30" COVER OVER ALL SLEEVES THAT OCCUR UNDER PAVED AREAS PER LANDSCAPE PLANS (PHASE 2). ® CONSTRUCT 6'PVC SCHEDULE 80 SLEEVE FOR IRRIGATION LINES. REFER TO LANDSCAPE/IRRIGATION PLANS AND/OR COORDINATE 'MTH LANDSCAPE ARCHITECT TO DETERMINE EXACT LOCATION OF THE SLEEVES AND OTHER REQUIREMENTS. ALL ON-SITE PLANTING AREAS SHALL BE CLEANED AND GRUBBED. CONTRACTOR TO REMOVE AND DISPOSE OF ALL STUMPS, SHRUBS, TREES GROUND COVERS, WEEDS, TRASH AND PREPARE THE PLANTING AREAS TO 0.10' OF FINISH GRADE PER LANDSCAPE PLANS. INSTALL JUTE MESH ON GRADED AND GRUBBED SLOPE AREAS 3:1 AND GREATER PER LANDSCAPE PLANS. C: \DWG12\CLSB-GP.DWG 12/12/94 -.~/ ---c:::: ' ' !p:; ~ \ '~----._ ~- 1C~ '"'O OJ----- >( 2"19_ 7 @ NOT!CE TO CONTRACTOR (CONTINUED) 3. CONTRACTOR SHALL CAREFULLY REVIEW ALL PLANS, INCLUDING BUT NOT LIMITED TO ELEVATIONS, DISTANCES, NOTES, ETC. CONTRACTOR SHALL REPORT MISSINGS OR ERRORS THEREON, IF ANY, TO THE ENGINEER. CONTRACTOR SHALL NOT SET CONSTRUCTION STAKES OR ARRANGEMENT FOR CONCRETE POUR, ETC. PRIOR TO THE ENGINEER'S VERIFICATION AND REv1SIONS OF THE PLANS AS NECESSARY. SUCH MISSINGS OR ERRORS MAY INCLUDE LOW SPOTS THAT CONTRACTOR THINKS DO NOT FLOW, OR ANY ACCESS' SLOPE THAT CONTRACTOR THINKS EXCEEDS A.D.A. REQUIREMENTS, ETC. IF CONTRACTOR PROCEEDS TO COMPLETE WORK ON HIS OWN PRIOR TO THE ENGINEER'S VERIFICATION AND REv1SIONS, CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR SUCH WORK. BY SUBMITTAL OF A BID AND/OR COMMENCEMENT OF WORK, CONTRACTOR AGREES TO HOLD THE PROJECT OWNER, THE CITY AND THE DESIGN ENGINEER HARMLESS FROM RESPONSIBILITY FOR CONSTRUCTION DELAY, AND PLAN REVISIONS. CONS I RUCTION NOTES Cet,.JJS ! !RUCTION NOTES 0 0 G 0 0 0 0 0 G) G) G 0 @ @ G 0 0 0 0 0 ® 0 CONSTRUCT 3' AC OVER 5.5" AB PAVEMENT. CONSTRUCT 3" AC OVER 9• AB PAVEMENT (T1: 5.0) CONSTRUCT 6" CURB ONLY PER APWA STD. NO. 120-1 TYPE Al CONSTRUCT VARIABLE (6" -12' HEIGHT) CURB ONLY PER APWA STD. NO. 120-1 TYPE Al CONSTRUCT 6' CURB & GUTTER PER APWA STD. NO. 120-1 TYPE A2 CONSTRUCT 3' VALLEY (LONGITUDINAL) GUffiR PER APWA STD. NO. 122-1 CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. SAWCUT AS CLOSE AS POSSIBLE TO THE FLOW LINE OF EXISTING CURB & GUffiR ANO REMOVE SAWCUT CURB. FIELD VERIFY ALL EX LIGHTS, GAS, ELECTRICAL FACILITIES, ETC ... WHETHER OR NOT SHOWN ON PLANS. COORDINATE W/ THE FACILITY STAFF, AUTHORIZED INSPECTORS, PROJECT ARCHITECT, AND PLUMBING ENGINEERS, ETC .... TO PROTECT, RELOCATE, REMOVE, OR ADJJST EX FACILITIES PER THEIR DIRECTIONS. REFER TO OTHER PLANS FOR ADDITIONAL CONSTRUCTION DETAILS. CONSTRUCT EXERCISE TRACK SEE ARCHITECTURAL PLAN FOR MORE DETAILS ON COLOR, TEXTURES. CONSTRUCT EPOXY GUffiR ONLY PER APWA STD. NO. 120-1 TYPE A1. FIELD VERIFY ALL EX TRAmc SIGNS 'M-IETHER OR NOT SHOWN ON PLANS. COORDINATE WITH THE FACILITY STAFF, AUTHORIZED INSPECTORS TO RELOCATE THESE SIGNS PER THEIR DIRECTIONS. CONSTRUCT FENCE AND GA TES PER ARCHITECTURAL PLAN. CONSTRUCT VEGETATED SWALE PER DETAIL SHEET N0.2, SECTION 'A-A'. REFER TO ARCHITECTURAL/STRUCTURAL PLANS FOR CONSTRUCTION DETAILS OF WATER PROOFING/RETAINING WALL AS NECESSARY (TYP.) REMOVE EXISTING OFFICE BUILDING PER ARCHITECTURAL PLAN. REMOVE EXISTING PARKING LOT PER ARCHITECTURAL PLAN. RELOCATE EXISTING OFFICE ffiAILER COORDINATE 111TH CONSTRUCTION NOTE NO. 15. PROPOSED NEW LOCATION FOR EX. OFFICE TRAILER. EXISTING KENNELS 'MTH ANIMAL BUILDING TO BE PROTECTED IN PLACE. CONSTRUCT CONC. OPEN CHANNEL {BOTTOM WIDTH~5', LENGTH=37'±, 6" THICK. WALL HEIGHT=6', 6" THICK) REMOVE EXISTING DRIVEWAY AND CONSTRUCT CONCRETE SIDEWALK PER STREET IMPROVEMENT PLAN CONSTRUCT 5' X 5' ( 6' THICK ) GROOTED RIP RAP ENERGY DISSIPATOR. (PHASE 2) CONSTRUCT APPROX. 20' X 20' ( 6' THICK ) GROUTED RIP RAP ENERGY DISSIPATOR AS SHOWN ON PLAN (PHASE 3). Q CONSTRUCT 6' THICK GROUTED RIP RAP ENERGY DISSIPATOR AS SHOWN ON PLAN. V (PHASE 3) SPECIAL NOTES THIS AREA BEIN6 PROPOSED FOR THE FOLLOHIN6 PURPOSES, I. SORR01'11Ne SITE SORROHINIS SOIL FROM THIS AREA SHaJLD BE PER SOIL ENISINEER'S RECOMMENDATION 4 INSPECTOR'S DIRECTIONS. 2. SOIL STOC.KPILIN6 SITE EXCESSIVE SOIL FR.OM Tl-IE FINAL eRADINe OPERATION eROlJ<5HT TO THIS AR.EA SHOl,lD BE GLEAN PER. SOIL ENISINEER'S RECOMMENDATION 4 INSPECTOR'S DIRECTIONS. 3. Tl-£ FINAL SURFACE IN THIS AflfA 5HOIA.D eE <9RADED TO SHEET FLOJAI TO THE RETENTION BASIN ON THIS PROJECT SITE PER INSPECTOR'S DIRECTIONS. ® 0 ® ® 0 0 ® 0 ® 0 0 0 0 ® 0 0 0 ® 0 CONSTRUCT GUTTER PER CITY STD DWG NO 0-75 TEMPORARY GRADE TO DRAIN TO EX. DRAINAGE DITCH ALONG SOUTH PROPERTY. SAWCUT & REMOVE EX. CURB & GUTTER PER AUTHORIZED INSPECTOR'S DIRECTIONS. CONSTRUCT BASIN'S 6' RIPRAP OVERFLOW ('MDTH=3', LENGTH=23'). TOP OF EMERGENCY R.R. OVERFLOW ALONG DAYLIGHT O APPROX ELE 253:t. IN CASE OF EMERGENCY, WATER RUNOFF FROM THE RETENTION BASIN WOULD SPILL SOOTHEASTERL Y OVER THE RR AND SHEET FLOW TO EX. OFFSITE CONC. DRAINAGE DITCH ALONG THE PROPERTY UNE REMOVE EX. AC DIKE. ALL PROPOSED FINISHED SURFACE ALONG THE EXISTING RETAINING WALL SHALL BE MATCHED OR HIGHER THAN EXISTING FINISHED GROUND ALONG THE EXISTING RETAINING WALL CONSTRUCT 4' SIDEWALK CONSTRUCT FRONT YARD PER ARCHITECTURAL PLAN FIELD VERIFY & GRADE TO DRAIN TO THE SATISFACTION OF AUTHORIZED INSPECTORS {PHASE 1) EX WALL & FENCE TO BE PROTECTED IN PLACE CONSTRUCT 4' UNDER SIDEWALK DRAIN PER SECTION 1-1 ON SHT C-4. CONSTRUCT 2' CURB OPENING { O' CURB FACE ) PER APWA STD. NO. 120-1 TYPE A-1. CONSTRUCT 1.5' LONG CURB ENO TRANSITION FROM O' CURB FACE TO 6" CURB FACE PER APWA STD. NO. 120-1 TYPE A-1. CONSTRUCT NEW FENCE PER ARCHITECTURAL PLAN CONSTRUCT TRANSrDRMER PAD PER ELECTRICAL PLANS & RETAINING WALL PER S.D. REGIONAL STD DWG NO. C-6 FOR WALL HEIGHT UNDER 5'-4", AND APWA REINFORCED CONC RET. WALL STD PLAN NO. 613-1, TYPE 4 FOR WALL HEIGHT OVER 5'-4", AND PER SOIL RECOMMENDATIONS TO THE SATISFACTION OF AUTHORIZED INSPECTORS REMOVE EX. DRIVEWAY AND REGRADE EX. DRIVEWAY TO REMAIN IN PHASE 1 PER ARCHITECTURAL PLAN CONSTRUCT TEMPORARY FENCE TO SEPARATE NEW CONSTRUCTION FROM EXISTING IMPROVEMENTS PER ARCHITECTURAL PLAN CONSTRUCT RETENTION BASIN PER SOIL ENGINEER'S RECOMMENDATIONS REMOVE EX. CORRALS PER ARCHITECTURAL PILAN CONSTRUCT NON-A.0.A. WALKING PATH PER ARCHITECTURAL PLAN. MATCH THE PATH'S FINISHED SURFACE 'MTH NATURAL GROUND UNLESS AS SHOWN AT DIFFERENT ELEVATIONS ON PLAN ADJUST SANITARY SEWER MANHOLE FRAME AND COVER TO FINISHED GRADE START RED PAINTED CURB. END RED PAINTED CURB. SAl<ICUT EXISTIN6 AG/AS PAVED AGGESS AT END ClF EXISTINe AG DIKE WORDINATE HITH WNSTROCTION NOTES NO. 2b, 3<1, 25, 2, 3, t 3A. PREPARED BY: ARCHITECTBI // AS BUIL T11 RCE __ _ EXP, ___ _ REVIE\.IED BY, INSPECTOR DATE DATE l-----+----+-----------+---1---+--+-~ I SH3EET I CITY OF CARLSBAD I SHE10ETS I ENGINEERING DEPARTMENT ~==-=::::::::====:::::::=::::===::::::::=====--'=== DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: EASTSIDE NOA'THCOI.MY ANIMAL SHELTER :Mlll'>ll..0IINI-IICW)' CNUIIAD,CAl..l'OIW.8dl008 APPROVED$ LLOYD B. HUBBS A{ 1i e<:X" d ~~· r =-< -2:,U{Jv't CITY ENGINEER ~2388XPIRES 12 31 05 DAT OWN BY: ---PROJECT NO. DRAWING NO. ~~~g ~~: ;,_1_ CUP 03-21 416-2A C .... :e 0 w C) 0 (\J 0 I (\J -.i:. 0 I ..a. (\J 0 -1. 0 A O') w I .... "" I\) A l> .., 0 0 "' 0 .., M r.'.ci C ~ \~ ~-1-\-26'4. 2 -2, ~ -? ,<> MAX 5% 'Y-i, VAR, PER PL MIN l½ - L -+-------23,0' ------ ... 1:1 SURCHARGE UNE VEGATATED SWALE X S.S. APPROX. 7' DEPTH) SECTION • I -I " N.T.S LOOQICl l!AB11 RECORDED EASEMENTS INFO ® © DRAINAGE ESMT, CITY CARLSBAD 92-443329, 7-15-92 SLOPE ESMT, CITY CARLSBAD 92-443332, 7-15-92 12' SDG. & E. ESMT. 66-165831, 10-14-66 LOCATION OF ALL EASEMENTS SHOWN ON THESE PLANS ARE APPROX., AND BASED ON MAP PREPARED BY THE DEPARTMENT OF GENERAL SERVICES -REAL PROPERTY DIVISION, COUNTY OF SAN DIEGO 5555 OVERLAND AVE., SAN DIEGO, CALIFORNIA 92123-1294, SIGNED BY WILLIAM A. RING- LS4834 ON 7-16-98 NORTH SCALE 1 '=20' .. / x-2c55 ----ix1s11Nif6~A1t-ti-GE: OUTLET '° ><203 9 ------_:;~--,.,,.6/·--> \ ~6, ~ I /1 / /;/ 1,;ll'--~ i J , x.1'51 6 i >< 5 1 • ___ / 1 • -- \ ~., 1,1/ .._,, _,,, I / ' >< 250"• x 250. 7 (REFERENCE: CITY OF CARLSBAD'S STREET IMPROVEM NT PLAN FOR I I ' ' I I I I Ii-------. j;-Y _________ _, ---------·· -----~:t='"" --0 '). PALOMAR AIRPORT RD. DWG NO. ~23-3. ~)' -------x 25o.6 x25o.s ><250,4 )) SHEET 5 OF 29, APPROX. STAUQN 77+70) x 249.7 PREPARED BY= CONSTAl.lCTDI NOTES 0 CONSTRLCT 3" AC OVER 5.5" AB PAVEMENT. @ CONSTRUCT 3" AC O\fR 9" AB PAVEMENT (TI, 5.0) Q) CONSTRUCT 6" CLRB ONLY PER APWA SlD. NO. 120-1 TYPE A1 ® CONSTRUCT VARIABLE CURB ONLY PER APWA STD. NO. 120-1 TIPE A1 0 CONSTRUCT 6" CLRB & GUTTER PER APWA Slll. NO. 120-1 TIPE A2 © CONSTRUCT 3" VALLEY (LONGITLDINAL) GUTTER PER APWA Slll. NO. 122•1 © CONSTRUCT RETAINING WALL PER STRUCTLRAL PLAN. 0 SAWCLT AS CLOSE AS POSSIBLE TO lHE Fl.OW ~E Of' EXISTING CURB & GUTTER ANO REMOVE SAWCUT CURB. f;\ FlEUD VERIFY ALL EX LIGIHS, GAS, ELECTRICAL FACILITIES, ETC ... \V v.tiElHER Oil NOT SHOWN ON PLANS. COORDINATE W/ lHE FAClLITY STAFF, AUlHOIIIZED INSPECTOIIS, PROJECT ARCHITECT, ANO PLUMBING ENGINEERS, ETC .... TO PROTECT, RELOCATE, REMOVE, OR ADJUST EX F ACIUTIES PER ll-EIR DIRECTIONS. REFER TO OlHER PLANS FOR ADDITIONAL CONSTRUCTION DETAILS. 0 CONSTRUCT EXERCISE TRACK SEE ARCHITECTLRAL PLAN FOR MOIIE DETAILS ON COLOII, TEXTL REs. @ NOT USED C: \DW012\CLSB-GP.DWG 12/12/94 r.;-, FIELD VERIFY ALL EX TRAFFC SIGNS v.tlElHER OR NOT SHOWN ON PLANS \'.Y COORDINATE 'MlH 1HE FAClLITY STAFF, AU1HORIZEO INSPECTORS TO RELOCATE lllESE SIGNS PER lHEIR DIRECTIONS @ CONSTRUCT FENCE ANO GATES PER ARCHITECTLRAL PLAII. ® CONSTRUCT VEGETATED SWALE PER OETAL SHEET N0.2, SECTION 'A-A'. ® REFER TO ARCHITECTLRAL/STRLCTLRAL PLANS FOIi CONSTRUCTION DETAILS Of' WATER PROOFING/RETAINING WALL AS NECESSARY (TIP.) @ REMOVE EXISTING Of'FlCE BUILDING PER ARCHITECTLRAL PLAII. ® REMOVE EXISTING PARKING LOT PER ARCHITECTURAL PLAN. ® RELOCATE EXISTING OFFICE TRAILER COOIIDINATE 'MlH CONSTRUCTION NOTE NO. 18. ® PROPCSED NEW LOCATION FOIi EX. Of'FlCE TRAILER. r,;;-,_ EXISTING KENNELS 1111H ANIMAL BLIUDING TO BE PROTECTED v IN PLACE. t?rl\ CONSTRUCT CONC. OPE!( C!:lf.NNEL (BOTTOM '11101\l•S', LENG1H•16', 6" V lHICK. WALL HEIGHT•6, 6 lHICK, LENG1H•16'). (.;;'I REMOVE EXISTING DRIVEWAY ANO CONSTRUCT CONCRETE SIDEWALK PER ~ STREET IMPROVEMENT PLAN /)?);'\ CONSTRUCT 5' X 5' ( 6" lHICK ) GROUTED 6" RIP RAP ENERGY OISSIPATIR. ~ (PHASE 2) ~ CONSTRUCT APPROX. 20' X 20' ( 6" TH1CK ) GROUTED 5• RIP RAP ENERGY V OISSIPATOR AS SHOWN ON PLAN (PHASE 3). ~ CONSTRUCT BASIN'S 18" PIPE OUTLET TO EX OFFSITE CONC DITCH ALONG 1llE SOUlH V PROPERTY LINE. (CONTRACTOR SHALL OBTAIN OFFSITE PERMIT PRIOR TO CONNECTION) f?£'. TEMPORARY GRADE TO DRAIN TO EX. DRAINAGE DITCH V ALONG SOUlH PROPERTY. @ SAWCUT & REMOVE EX. CURB I< GUTTER PER AUlHOIIIZED INSPECTOR'S DIRECTIONS. ® CONSTRUCT BASIN'S RIPRAP OVERFlOW REMOVE EX. AC DIKE. ~9 ALL PROPCSED FINISHED SURFACE ALONG lllE EXISTING RETAINING WALL 4o SHALL BE MATCHED OR HIGHER lHAN EXISTING FINISHED GROUND 41 ALONG lHE rnsTING RETAINING WALL ® CONSTRLCT 4' SIDEWALK ~2 ® CONSTRUCT FRONT YARD PER A~ITECTLRAL PLAN 43 32 FlEUD VERIFY & GRADE TO DIIAIN TO lHE SATISFACTION OF AUlllORIZED INSPECTORS (PHASE 1) 44 EX WALL & FENCE TO BE PROTECTED IN PLACE CONSTRUCT 4" UNDER SIDEWALK OIIAIN PER SECTION 1-1 ON SHT C-4. CONSTRUCT 2' CURB OPENING ( O" CURB FACE ) PER APWA STD. NO. 120-1 frl'E A-1. ~~cm'1-\d{~xpiv.iJR~~8!.~~~-f CURB FACE TO CONSTRUCT NEW FENCE PER ARCHITECTLRAL PLAN CONSTRUCT TRANSFOIIMER PAO PER ELECTRICAL PLANS & RETAINING WALL PER s.o. REGIONAL Slll owe NO. C-6 FOR WALL HEIGHT UNOER 5'-4"i ANO APWA REINFORCED CONC RET. WALL STD PLAN NO. 613-1 TIPE 4 FOIi WALL 1£1GH OVER 5'-4", ANO PER SOIL RECOMMENDATIONS TO iilE SATISFACTION OF AU1HORIZED INSPECTORS REMOVE EX. DRIVEWAY ANO REGRADE EX. DRl'itWAY TO REMAIN IN PHASE 1 PER ARCHITECTLRAL PLAN CONSTRUCT TEMPOIIARY FENCE TO SEPARATE NEW CONSTRUCTION FROM EXISTING IMPROVEMENlS PER ARCHITECTLRAL PLAN CONSTRUCT RETENTION BASIN PER SOIL ENGINEER'S RECOMMEIIOA TIONS REMOVE EX. CORRALS PER ARCHITECTLRAL PLAN CONSTRUCT NON-A.D.A. WALKING PAlH PER ARCHITECTLRAL PLAN. MATCH lHE PA1H'S FlNISHED SURFACE 'MlH NATLRAL GROUNO UNLESS AS SHOWN AT DIFFERENT ELEVATIONS ON PLAN AOJJST SANITARY SE\\ER MANHOLE FRAME AND COVER TO FlNISHED GRADE START RED PAINTED CLRB. ENO RED PAINTED CURB. LANDSCAPE ARCHITECTS CONSTRUCTION NOTES Q CONSTRUCT PVC SLEEVES, SCHEDULE ao. INSTALL 6" ELBOW AT EACH END OF SLEEVE ® CONSTRUCT 6"PVC SCfiEDULE 80 SLEEVE FOR IRRIGATION LINES. ,<;:;;.. CONSTRUCT 6' 1HICK GROUTED 5• RIP RAP ENERGY DISSIPATOR AS SHOWN ON PLAN. V (PHASE 3) V AND EXTEND PIPE VERTICALLY TO 12" ABOVE PROPOSED FlNISH GRADE INSIDE PLANTING REFER TO LANDSCAPEARRIGATION PLANS ANO/OR COORDINATE 'MlH AREAS. SEAL PIPE OPENING Y,llH DUCT TAPE. PRCv1DE A MINIMUij OF 30" COVER OVER LANOSCAPE ARCHITECt TO DETERMINE EXACT LOCATION OF lHE ALL SLEEVES lHAT OCCLR UNDER PAVED AREAS PER LANDSCAPE PLANS (PHASE 1). SLEEVES ANO OlttER REOUIREMENlS. ® ALL ON-SITE PLAIITINC AREAS SHALL BE Cll.EANED ANO GRUBBED. CONSTRUCT PVC SLEEVES, SCHED~ 80. INSTALL 6" ELBOW AT EACH END OF SLEEVE CONTRACTOR TO REMOVE ANO DISPOSE Of' ALL STLMPS. SHRUBS, AND EXTEND PIPE VERTICALLY TO 12 ABOVE PROPOSED FlNISH GRADE INSIDE PLANTING PTRLAEENS.NGRG OAUEAN05C00VE0R_S.1 ,IIEEOS,,ITRSHASHAAONEDPERPRELAPANRESC1HAEE PLAIIS. AREAS. SEAL PIPE OPENING 'MlH DUCT TAPE. PR0\10E A MINIMUM OF 30" COVER QVER m R Tl 1D Of' FlN I GR ID P ALL SLEEVES lHAT OCCLR UNDER PAVED AREAS PER LANDSCAPE PLANS (PHASE 2~ INSTALL JUTE MESH ON GRADED ANO GRUBBED SLOPE AREAS 3:1 ANO GREATER PER LANDSCAPE PLANS. l!ICINA'TUE;;;;;~~ ,, ' ;q "' I . •a2J i:! ' 0: v,::,,....-1,,--,~ IL ARCHITECTS Nl5 !IOU™ ~-AVl!NJE -· Cllomla 11060.2 15621~ FAX 15621 941i-11M 11 AS BUIL T11 RCE __ _ EXP, ___ _ DATE REVIE'wED BY, INSPECTOR DATE l-----+---+-----------+---l---+--+----I I SH4EET I CITY OF CARLSBAD I SH10EETS I ENGINEERING DEPARTMENT ~='..':::=:=================:::::'....::== DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PLANS FOR: WESTSIDE CITY ENGINE DWN BY: CHKD BY: .JLf! RVWD BY· ,I<..,; NORTH COUNTY ANIMAL SHEL TEA -~ALCIIAII-~ CNUBAD. QU'QNA- LLOYD B. HUBBS 12 31 ;1,1{#¥ 05 A PROJECT NO. I DRAWING NO. CUP 03-21 416-2A C == ... 8 .i:i,. C) ru I 0 ru .,:a., 0 -I ru ...a. ..... 0 0 "" 0) w I r-'5 I\) )> ... 0 0 N ~ "' id N id -N 0 ~ ru '-'- C 0 "' "' " n "" z ~ 0 « 8s cc 8 ..J '-'- _j ! LJ '"' / ,.,, z ~ 0 < cc "' / _j ~ > ~ u / L ru ~ ~ ru ~ "' ~ ro E rl C < ~ ~ I C ~ 0 u ~ ~ L 0 z cc C ' 0 C ~, / -0 0 ru ~ ~ 0 ---, ~ CL / "- TYPICAi KENNEL R.OOR QRADNQ @ REFER TO PLl!MBING PLAN FOR CONTIHJATION OF SEWER PIPE SYSTEM DESIGN, REFER TO ARC.HITECTVRAL/STRUC.1\JRAL PLANS FOR DETAILS OF TRENc.H DRAINS, FLOOR SLAB, BLDG FOOTIN6S, ETC. . 11 AS BUIL T 11 v· \ \-' ·' ·"· r, · r ~"' 'II• PJci::.1 I /(; $) 'f.f'_. . it;; ~ ~ P.E. __ _ EXP. ___ _ DATE REVIE\,/ED BY, . 9 '~ ... ~ ~ No. 14822]_"',;; ' , ~ C/Vll ,,,. / INSPECTOR DATE 1 ______ 1 __ ···--='t=,,.o1_c~'""'l'c::..\'._/·_·· -~:-::;;::--;::;:::;::-::-;:::::::-:::-::----------r:-:::-----.-------f--+-+-----------+--+--i--_j _ __J J sH5EET [ CITY OF CARLSBAD ~o PLANS PREPARED BY: .,.,,.. ._,,.. ~:::::=~::=:::::::E:::N::::G:::IN::::E=:ER:::l::N::::G::D::::E::::P:::A:::R:::TM:::E::::N::::T==:::!__l:~=::::=:=; SOLS ENON:ERi KLEN'ELDER, tlC, rou! Sllonllmnl'lace eon Diogo, ~ 112122 Tel IM8) 320-2000 Fu 18581320-2001 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 NORTH COUNTY GRADING PLANS FOR: ANNAL SHEL 1ER ll8 PM.OIWI olR'Ollr AOAD et..• 9'0. CAL.FalM DJ0I KENNEL FLOOR i--t--t-----------J---.j----l---1---1 GRADm NORTH COUNTY ANIMAL SHELTER 1411 PALCIMlllffOlfrllCWl CNUBAD, CAI..F()INA-... 0 I ~ I (\J 0 w l- 2i I l. ' C :E u, G') 0 -...I, 0 .s::. ...... a, I I\) )> V 0 C 0. "' 3 TI ' ~ I 257, I \ I I J I ~:=:=:t;;::!::'c~ ~-~'f!'~-----/ '1--, ~::---~, ·~=--'"l-___ 256 4 I X 5 NORTH SCALE 1 '=20' NOTES: I. ALL CON511<1J(;TION NOreS, ELEVATION!>, ETC. IF SHOH-1 BEYOND PHASE LIMIT LINES ARE FG~ RI LRENc,L ONLY. NOTES SEE GRADING PLANS C1, 2, 3 & 4 AND OTHER PLANS FOR PRECISE CONSTRUCTION DETAILS. CONTRACTOR SHALL CLOSELY COORDINATE 1'11TH PROJECT ARCHITECTS, ANIMAL FACILITY STAFF & AUTHORIZED INSPECTORS TO FIELD DETERMINE EXACT PHASE LIMITS. THE PHASING PLANS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CLOSELY COORDINA TIE 'MTH PROJECT ARCHITECT, STRUCTURAL ENGINEER, AUTHORIZED INSPECTORS AND THE FACILITY STAFF TO FIELD VERIFY AND DETERMINE CONSTRUCTION SEQUENCE IN THIS AREA IN ORDER FOR THE CURRENT FACILITY TO CONTINUE ITS FULL OPERATION DURING PHASE NO. 1 UNUESS OTHERl'f1SE DIRECTED. WORDINA TL HI THE 51-EL TLR 5T AFF AND Tl-I: NEletlllOR TO REMOVE AND OR RLLOGA TL EX GONTAINER/STI<IJCTIJRES OFF THE f'ROJ:C,T SITE @ CONTRACTOR SHALL COORDINATE HITH THE~ FACILITY STAFF, f'ROJEC,T ARCHITECT TO FIELD VERIFY ALL EXISTIN6 AND NEi--1 'TRAILERS, AND PREPARE A TEMPORARY AREA FOR THESE S11<1J(;TIJRE5 TO EFFICIENTLY R,t,IC,TION TO THE SATISFACTION OF Al!TiiORIZLD INSPECTORS. W CONTRACTOR SHALL VERIFY AND PROl?:C,T EX eu,65 I UTILITIES i--lHETHER OR NOT ~ ON PLANS LN.fSS OTHLRi--llSE DIRECTED BY THE f'ROJEC,T ARCHITECT. THE EXISTIN6 BLD65 AND UTILITIES HJ5T BE KEPT EFFIGIENTL Y FU-tTIONAL TO THE SATISFACTION OF AUTHORIZED INSPECTORS. PLAY IT SAFE. DIAL BEFORE YOU DIG! AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING PREPARED BY: 79111 l!ClJ1!-t ~-Al/l!NUI! --~-l5G21941H1821 FAAl5821-1114 AACHITl!CT8 NO DAT!! ITl!M PROJ DIRECTOR DESIGNED BY DAVID PIC,t:'.ARD, J<. D.T.T. PROJ MANAGER DRAWN BY IMI N.G. JOB CAPT SCALE 1'=20' 6Hl!eT lT11..E PHASE PLAN (PHASE 1-EASTSIDE) 2001-081 C-6 DAT!! SHT e OF e 8HTI! I0--~2003 11 AS BUIL T11 RCE __ _ EXP,----DATE REVJEl,/ED BY, INSPECTOR DATE 1----1----1------------+-----+--1---+----1 I sH6EET I CITY OF CARLSBAD ~o ~==-'==:::E::NG:::l::::N::EE:::R:=l:=NG=:::::D:::E::::P::::A:::RT::::M::::E::::N:::T==:...:~=== GRADING PLANS FOR: PHASE 1-EASTSIDE NORTI-1 COUNTY ANMAL SHEL TEA 2411 l'ALCIIM twalf 110,11) CNIJBM).C,11.Fa'NA-C :E a, G') a ..... .,l:::lii, 0 ..... O') I I\) l> rn 3 TI -CD 0 0 0 G ® 0 0 0 0 0 CONS I RLICTION NOTES CONSTRUCT 3" AC OVER 5. 5" AB PAVEMENT. CONSTRUCT 3' AC OVER 9" AB PAVEMENT CONSTRUCT 6" CURB ONLY PER Af'WA STD. NO. 120-1 TYPE Al 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 {LONGITIJDINAL) GUTTER PER APWA STD. NO. 122-1 CONSTRUCT RETAINING WALL PER STRUCTIJRAL PLAN. CONS! RlJCTION NOTES NORll-1 SCALE 1'=20' ffil NOTES: I. ALL WNSTRIJC,TION NOTES, ELEVATIONS, ETC,. IF 5HOl+I BEYOND PHASE LIMIT LINES ARE FOR REFERENCE otl. Y. NOTES SEE GRADING PLANS C1, 2, 3 & 4 AND OTHER PLANS FOR PRECISE CONSTRUCTION DETAILS. CONTRACTOR SHALL CLOSELY COORDINATE WITH PRo.ECT ARCHITECTS, ANIMAL FACILITY STAFF & AUTHORIZED INSPECTORS TO FIELD DETERMINE EXACT PHASE LIMITS. THE PHASING PLANS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CLOSELY COORDINATE WITH PROJECT ARCHITECT, STRUCTIJRAL ENGINEER, AUTHORIZED INSPECTORS AND THE FACILITY STAFF TO FIELD VERIFY AND DETERMINE CONSTRUCTION SEQUENCE IN THIS AREA IN ORDER FOR THE CURRENT FACILITY TO CONTINUE ITS FULL OPERA TlON DURING PHASE NO. 1 UNLESS OTHERWISE DIRECTED. COORDINATE i'I/ THE SHELTER STAFF AND Tlf: NE1611f!OR TO REMOVE AND OR F!fl.OC,ATE EX WNTAll'6</Sll<IJGTIJRE5 OFF THE PROET SITE GON'TRAC,TOR SHALL COORDINATE wrrn THE~ FACILITY STAFF, PROET ARCHITECT TO FIELD VERIFY ALL EXISTIN6 AND NEW TRAILERS, AND PREPARE A TEMPORARY AREA FOR THESE 5TRIJC,'l'IRE5 TO EFFICIENTLY FUNCTION TO THE SATISFACTION OF AUTHORIZED IN5PEC,TOR.5. CONTRACTOR SHALL VERIFY AND PROTEC,T EX BL005 f UTILITIES WI-ETHER OR NOT SHOWN ON PLANS IJNLE55 OTHERWISE DIRECTED BY THE PROET ARCHITECT. THE EXISTING BL005 AW UTILITIES HJST 6E KEPT EFFIGIENTLY FUIC,TIONAL TO THE SATISFACTION OF AUTHORIZED INSPECTORS. UMDERGROUNO 1-800-422-4133 SER~CE ALERT PLAY IT SAFE. DIAL BEFORE YOU DIG! AT LEAST TWO WORKING DAYS PRIOR TO EXCAVA]NG PREPARED BY= ARCHITECTS SIEETlTILE 70!8 90UTH l'Atffl!l'I A'l!tlJE -. Cdorrla 901102 15821945-8821 FAX 15821945-ffM PHASE PLAN NO DAT!! lll!M (PHASE 1-WESTSIDE) PROJ DIRECTOR DESIGNED BY JOB IU4BER IH!ET NLU!EFI DAVID PIGKAl<D, JR. D.T.T. C 6 t-::,:PR""OJ,-:-:M-:-:AN,:-;AG:;:::ER:-----t-::DR~Alll-l:::7":::BY::---'""1 2001-081 - HVN N.G. JOB CAPT SCALE DA TE IHT 8 01" I l!llffll 1'=20' IO-lb-2003 "AS BUILT" RCE __ _ EXP. ___ _ DATE REVIEWED BY, NORTH COUNTY ANIMAL SHEL TEA _.P.\LQIAlll#Clfr~ CNl.aAD. CU'\.111\ 0200I LLOYD 8. HUBBS 31 ?trp" 05 AT I DRAWING NO. PROJECT NO. CUP00-21 416-2A C :E g (1J -..J G') I (1J 0 0 I .l::a, (1J -0 A """" ...., w 0 a, >-<C A I I\.) l> 0 0 0 ® 0 G) 0 0 0 0 G 0 @ @ G 0 0 0 0 0 0 0 CONSTRUCTION NOlES CONSTRUCT 3" AC OVER 5.5" AB PAVEMENT. CONSTRUCT 3' AC OVER 9' AB PAVEMENT CONSTRUCT 6' CURB ONLY PER APWA SID. 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 SID. NO. 122-1 CONSTRUCT RETAINING WALL PER STRUCTURAL PLAN. SAWCUT AS CLOSE AS POSSIBLE TO THE FLOW LINE OF EXISTING CURB & GUTTER AND REMOVE SAWCUT CURB. FIELD VERIFY ALL EX LIGHTS, GAS, ELECTRICAL FACILITIES, ETC ... WHETHER OR NOT SHOWN ON PLANS. COORDINATE W/ THE FACILITY STAFF, AUTHORIZED INSPECTORS, PROJECT ARCHITECT, AND PLUMBING ENGINEERS, ETC .... TO PROTECT, RELOCATE, REMOVE, OR ADJUST EX FACILITIES PER THEIR DIRECTIONS. REFER TO OTHER PLANS FOR ADDITIONAL CONSTRUCTION DETAILS. CONSTRUCT EXERCISE TRACK SEE ARCHITECTURAL PLAN FOR MORE DETAILS ON COLOR, TEXTURES. CONSTRUCT EPOXY GUTTER ONLY PER APWA SID. NO. 120-1 TYPE A1. flELD VERIFY ALL EX TRAFflC SIGNS WHETHER OR NOT SHOWN ON PLANS. COORDINATE WITH THE FACILITY STAFF, AUTHORIZED INSPECTORS TO RELOCATE THESE SIGNS PER THEIR DIRECTIONS. CONSTRUCT FENCE AND GA TES PER ARCHITECTURAL PLAN. CONSTRUCT DIRT SWALE PER DETAIL SHEET N0.1, SECTION 'A-A'. REFER TO ARCHITECTURAL/STRUCTURAL PLANS FOR CONSTRUCTION DETAILS OF WATER PROOFING/RETAINING WALL AS NECESSARY (TYP.) REMOVE EXISTING OFFICE BUILDING PER ARCHITECTURAL PLAN. REMOVE EXISTING PARKING LOT PER ARCHITECTURAL PLAN. RELOCATE EXISTING OFflCE TRAILER COORDINATE WITH CONSTRUCTION NOTE NO. 18. PROPOSED NEW LOCATION FOR EX. OFFICE TRAILER. EXISTING KENNELS WITH ANIMAL BUILDING TO BE PROTECTED IN PLACE. CONSTRUCT CONC. OPEN CHANNEL (BOTTOM WIDTH=5', LENGTH=16', 6' THICK. WALL HEIGHT=6", 6" THICK, LENGTH=16'), REMOVE EXISTING DRIVEWAY AND CONSTRUCT CONCRETE SIDEWALK PER STREET IMPROVEMENT PLAN CONSTRUCT 5' X 5' ( 6' THICK ) GROUTED RIP RAP ENERGY DISSIPATOR. {PHASE 2) CONSTRUCT APPROX. 20' X 20' ( 6" THICK ) GROUTED RIP RAP ENERGY DISSIPATOR AS SHOWN ON PLAN {PHASE 3). CONSTRUCT 6" THICK GROUTED RIP RAP ENERGY DISSIPATOR AS SHOWN ON PLAN. (PHASE 3) 0 0 0 0 0 0 0 0 NORTH I I I ! NOTES SEE GRADING PLANS C1, 2, 3 & 4 AND OTHER PLANS FOR PRECISE CONSTRUCTION DETAILS. CONTRACTOR SHALL CLOSELY COORDINATE WITH PROJECT ARCHITECTS, ANIMAL FACILITY STAFF & AUTHORIZED INSPECTORS TO FIELD DETERMINE EXACT PHASE LIMITS. THE PHASING PLANS ARE FOR REFERENCE ONLY. CONTRACTOR SHALL CLOSELY COORDINATE 111TH PROJECT ARCHITECT, STRUCTURAL ENGINEER, AUTHORIZED INSPECTORS AND THE FACILITY STAFF TO flELD VERIFY AND DETERMINE CONSTRUCTION SEQUENCE IN THIS AREA IN ORDER FOR THE CURRENT FACILITY TO CONTINUE ITS FULL OPERATION DURING PHASE NO. 1 UNLESS OTHER\\1SE DIRECTED. COORDINATE W Tl£ SHELTER STAFF AND Tl£ NEIG+ll'lOR TO REMOVE AND OR RELOC.A TE EX CONT AINER/STRUC, TURES OFF Tl£ PROJEGT SITE CONTRACTOR SHALL COORDINATE i'IITH Tl£ GIRRENT FACILITY STAFF, PRO..ECT ARGHITEGT TO FlaD VERIFY ALL EXISTING AIV NEH TRAILERS, AND PREPARE A TEMPORARY AREA FOR THESE S1RIJCTIJRE5 TO EFFICIENTLY FUNGTION TO Tl£ SATISFACTION OF Al/THORIZED INSPECTORS. CONTRACTOR SHALL VERIFY AND PROTECT EX eLDe5 • l/TILITIE5 i'lf!ETHER OR NOT 5HQH,I ON PLANS UNLESS Oll£Ri'l5E DIRECTED BY THE PRO..EGT ARGHITEGT. Tl£ EXISTINo BLD65 AND UTILITIES MlJST BE KEPT EFFICIENTLY FUNCTIONAL TO Tl£ SATISFAC.TION OF AIITHORIZED INSPECTORS. PLAY IT SAFE. DIAL BEFORE YOU DIGi AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATING II AS BUIL T 11 RCE __ _ EXP,---- REVIE'wED BY, INSPECTOR DATE DATE 1----+-+------------+---+-----,f---+---1 I sH8EET I CITY o F CARLSBAD ~o ;:::::=::=..':::=::::E:::N::::G::::IN::::E::::E:::R::::IN=:G:::::::D:::E=P=AR=T=M=E=N=T==::'..::~==~ GRADING PLANS FOR: PHASE 2 NORTH COUNTY A~MAL SHELTER a.lPALaoWI-MW) CNUMD, ~-,j-g £14~?~~~~;;~~.i,U--:.~e;i~1-i-!!'i~i!',•-f"Zc.. __ -,--,-~ /4,,-r ~ APPROVED d LLOYD~B i~~!~S <p CITY ENGINECPEi3is9 EXPIRES 12 31 05 A E I 1----+--+------------------t-----ir----t---t---; cu DWN BY: PROJECT NO. DRAWING NO. 0 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JJtL CU" 03-21 416-2A El L------------------------------------------------------------------------------------------------~=E=NG:IN:E:ER:::O::F::W:O:RK:::====R=E=V=IS::l:O:N:::D:E:S:C:R:l:P:T:10:N====~=OTH=ER=AP:P:R:OV:A~L~=C=IT::Y::A:P:PR:O:V:AL~:;R:V:W:D=B=Y=:=,='IL=================!J~ 0) 0 -~ 0 C :e C) .a::. ..... 0) I I\) )> . ASH ENCLOSURE ER STD. DWG, NO. G-16 'l,;_4 l-~· ., •' -<,C, ·: 'o" .. ~ ~ . --"_ .. ---.--. __ , i"'"' <'i~'P?•c" "' · I 2% - C: \DWG12\CLSB-GP.DWG 12/12/94 .\· , • a ,.,/ii' • a D • _,..../ D D -•)=•,.262 -•--.,,//r .. \ I\ ! L \ --···\--::·;;,,l-QII. \ 26\.~~ rL' 1\C\ \, '.1 '\ ,,,~.,, --·~.A'<)'l-· .,/ ·1·\:·- / 262.26 TC / 61.76 FS i_ . =:::. ··./-·· " a' f • r \ I \ \\ \ m""'' >,-"'• \\ \ ,,/ ' \ ,, \ I \ ' \ / ' . . \ l!IClNAl\JAI!! PREPARED BY: ARCHITECTS 711e 90U1li P'AMl!R AVl!!NUE Whittler, Cllorril Q0802 15621941H1821 FAX 158219'15-1114 RCE __ _ REV!EwED BY: INSPECTOR NORTH BUIL T 11 EXP, ___ _ DATE DATE t----+--+-----------1----i---t---+-----1 I sH9EET I c ITY o F CARLS BAD ~o ENGINEERING DEPARTMENT L...!?_j :==~========:::::'...::===: DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GRADING PLANS FOR: PHASING PLAN (PHASE 3) DWN BY: CHKO BY: .l'-L RVWD BY: , ML NORTH COUNTY ANMAL SHEL TEA :Mlll~ALCMIIIAIP0lll"lltllll CNI.EAD, CAU'aMA ..... LLOYD B. HUBBS 31 q'l-¥0" 05 DA PROJECT NO. DRAWING NO. CUP 03-21 416-2A C :e co C') ... a 0 0 (IJ ~ I gj ... ...... 0 I 0) (IJ 0 A I w I\) >--<C l> A ( GEN£RAL N:ITES A. IN CASE OF EMERGENCY CALL, MR, ERIC MITCHELL (858) 694-2054, B, A STANDBY CRE\J FOR EMERGENCY \JORK SHALL BE AVAILABLE AT ALL TIMES. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES DR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES, C. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED \JITHOUT THE APPROVAL OF THE CITY ENGINEER, D. ALL REMOVABLE PR□n±nvE DEVICES SHO\JN SHALL BE IN PLACE AT THE END OF EACH -{.,□RKING DAY IN THE PERIOD FROM OCTOBER 1 THROUGH APRIL 15, AND AT ANY OTHER PERIOD \JHEN THE w'EATHER FORECAST INDICATES A Gl!EATER THAN 50 . / PROBABILITY OF RAIN. . T · E. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILITING BASINS, ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING THE RAINSTORM SHALL ALSO BE REPAIRED IMME DIA TEL Y, F, FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN A\JAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH w'ORKING DAY, G, A SIX-FOOT HIGH PERIMETER FENCE DR A 24-H□UR GUARD SHALL BE POSTED ON THE SITE w'HENEVER THE DEPTH OF \,/ATER IN ANY DEVICE EXCEEDS 18 INCHES. H. EXACT LOCATI □~.PF BMP STRUCTURES AS SHALL BE FIELD • VERIFIED AND APPROVED SH□w'N IN LEGEND HEREON BY AUTHORIZED INSPECTOR ' ' LEGEND CD C•== INSTALL SANO BAGS (ONE COURSE) @ •=c,c:x=:x=x:=:, INSTALL SAND BAGS (DOUBLE COURSE) @ CONSTRUCT 1' GRAVEL STABILIZED CONSTRUCTION ENTRANCE, APPROX 30' x 35', AS SHOWN ON PLAN (6' THICK) PER CA'S BMP ESC23 REQUIREMENTS G) CONSTRUCT SILT FENCE PER CA'S BMP ESC50 REQUIREMENTS @ CONSTRUCT CONCRETIE WASHOUT AREA, MIN 15' x 30', PER CA'S BMP CA23 REQUIREMENTS PIREPARED BY: ARCHITECTS 79115 S0l/1'H ~-AVl!!t,1.JE Whitler,~ 90602 1S62194S-1!821 FAX 15821945-1114 DATE ENGINEER INITIAL DATE INITIAL DATE INITIAL OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I 0 N□RTH 11 AS BUILT'' RCE EXP. DATE REVIE\./ED BY, INSPECTOR DATE ~ CITY OF CARLSBAD m 0 ENGINEERING DEPARTMENT 0 EROSION CONTROL PLAN FOR: NORTH COUNTY ANIMAL SHEL TEA Ml PN.QWINlll'Ollf FICW) CAILIIBAll. CALRIINA, fflOO APPROVED Ir LLOYD B. HUBBS ~ -, ~-. --.7;11.r9"'1 CITY ENGINErn PE 2~89 EXPIRES 12/31/05 DAE- OWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: .)cl'., CUP 00-21 416-2A RVWD BY: JIAL- C ..,. ~ 0 0 ru ,_. G) I 0 ru 0 I 0 ~ ru 0 -..... A ,_. w 0 a, f-<[ I A I\) )>