Loading...
HomeMy WebLinkAboutDWG 441-6A; CDP 05-19; TOYOTA CARLSBAD; 01-08,. GRADING NOIBS (IN ADDITION TO 7J-/E REQUIREMENTS OF CHAPTER 15.15 OF 7J-/E CARLSBAD MUNICIPAL CODE) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED 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, Cl TY STANDARDS OR OTHER ADDITIONAL DOCUMEN7S LJSTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. mf ENGINEER IN RfSPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THf DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR mE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSffl/JCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEfR FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA 7f OF INSURANCE MUST BE FILED NAMING mE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITlfE'S POI.ICY IN n1E MINIMUM AMOUNT OF 11,000,000.0D FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A" AND A SIZf CATEGORY OF CLASS V AS fSTABLISHED BY "BES7S" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF mE UNIFORM BUILDING CODE, RfTAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARA 7f PERMI7S FROM THf BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERM/75 HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRJA TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEfN OBTAINED AND A VALID GRADING PfRMIT HAS BEfN ISSUED. & NO REVISIONS WILL BE MADf TO THfSE PLANS WITHOUT THE WRITlfN APPROVAL OF THE Cl TY ENGINEER, NO TED WI THIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF mf PLANS AND THE TITLf SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THf CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE RfVISED TO REFLECT AS-BUILT CONDITIONS BY THE fNGINEER-OF-WORK PRIOR TO FINAL ACCfPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHfR EMfRGfNCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSfflUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMEN7S, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEE7S AND (C) COMPACTION CURVES, SHALL Bf SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEER/NG INSPECTOR WJ.]Ji/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLJANCE VERIFICATION REGARDING ADHERENCE to RfCOMMENDA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONfflOLLED GRADING SHALL BE DONE UNDER THE D/RfCTION OF A PROFfSS/ONAL ENGINEER OF mf STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPi.JED SOILS MECHANICS. ALL FILL OR FUTIJRf FILL AREAS SHALL BE CONSfflUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND THE • fARmWORK SPECIF/CATIONS • ATTACHED TO mE PRfLIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION RfPORTS WILL 8£ SUBMITTED TO THf PROJECT INSPECTOR. 14. A PRFCONSTRUCDON MITDNG SHA/ L Bf Hfl D AT THE SITE PRIOR TO llif /3£GINNING OF WORK AND SHAii Bf ATTFNDED BY All RfPRfSENTADYES RfSPONSIBLE FOR CONSfflUCTION, INSPECTION, SUPERVISION. TESTING AND ALL. OTHER ASPECTS OF THE WOf/K. 7J-/E CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING 7J-/E INSPECTION LINE AT (160)438-3891 AT LEAST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. 7J-/E CONTRACTOR WILL n-JEN BE CONTACTED BY 7J-/E PROJECT INSPECTOR TO COORDINATE A DA TE & TIME FOR n-JE PRECONSTRUCTJON, MEETING. APPROVED DRAWINGS MUST, fJ.( AVAIJ,.ABLE PRIOR TO SCHEDULING. THE GRADING PERM/ T WILL BE PROVIDED BY" THE PROJECT INSPECTOR AT n-JE MEETING. 15. Al L INSPECTION RfQUESTS OD-tfR D-tAN FOR PRFCONSTRUCDON MEETING WILi Bf MADE BY CAl IING THE fNG/NfFRING 24 HOUR INSPECTION REOlJ£ST I/NE AT (760) 4J8-J891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE 111£ INSPECTION IS NEEDED. INSPECTIONS WILL Bf MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16, THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSfflUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL Bf SOLELY RESPONSIBLf FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS. LAWS AND REGULATIONS. 17. THE CONfflACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADf OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR fflENCHfS OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL fflENCHES FIVE FEET (5') OR MORE IN DEP111 AND APPROVED BY THE CITY ENG/NfER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF mE PLAN VARIES FROM mf SHORING SYSTEM STANDARDS fSTABLISHED BY 111£ CONSfflUCTION SAFETY ORDERS. 1111£ 8 CALIFORNIA ADMINISfflATIVE CODE. THE PLAN SHALL Bf PREPARED BY A RfGIS1ER£D [NG/NEER AT THE CON TRACTORS fXPENSf. A COPY OF THE OSHA fXCAVA TION PfRMIT MUST Bf SUBMITTED TO n1£ INSPECTOR PRIOR TO EXCAVATION. 1B. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTA/NfD FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT YrE'LL IN ADVANCE OF n1E SCHEDULING OF BLASTING OPfRA TIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARf DISCOVERED WITHIN ANY WORK AREA DURING CONSfflUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND n1£ PERM/TT££ WILL NOTIFY 111£ 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 111£ SITE OR ADJACENT THfRETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTIJRE OR OPERATION OF muCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 0111ER ASSOC/A TED GRADING EQUIPMENT SHALL BE LJMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSfT EACH DAY. MONDAY 111RU FRIDAY AND NO EAR111MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON YrE'EKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THf ENGINEER/NG DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBMITlfD BY 111£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BfGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL Bf DfPOSITED AT, A SITE APPROVED BY 111f CITY fNGINEER. 111f CONTRACTOR SHALL BE RESPONSIBLE FOR ANY Q[BR[S OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF 111f GRADING OPERATION. 23. BRUSH SHALL Bf REMOVED ONLY Wl111IN n1£ AREA TO BE GRADED. NO TREfS ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESULTING IN THf PONDING OF WATER IS NOT PERMITTED. ALL EAR111EN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONfflOI. SHALL Bf AS SHOWN AND AS APPROVED BY THf CITY ENGINEER OR AS DIRECTED BY THf PROJECT INSPECTOR. 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, R007S OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPfS SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED W/111/N TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON mf APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLJSHED ON ALL,' SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, mE LANDSCAPING PLANS FOR 7HIS PROJECT, DRAWING NO. N/A , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. I 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA TE 111f WORK OF THfS[ GRADING PLANS WIJH THAT SHOWN ON 807H THE LANDSCAPE AND IRRIGATION PLANS AND THf IMPROVEMENT PLANS AS REQUIRED FOR mis WORK IN ACCORDANCE Wl1H THE LANDSCAPf MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE P/Pf Wl1H A MINIMUM D-LOAD OF 1,J50. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DfPm IS LESS THAN 15 FEET AND BACKFILLfD WITH J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEE7S ASTM STANDARD JOJ4 FOR SDR J5 SOLID WALL PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL 8£ REMOVED Wl111IN TWfNTY FEfT OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THf PIPE WILL Bf PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY mE Cl TY ENGINEER. 32. THE CONfflACTOR SHALL VERIFY mf LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND) Wln1IN mE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF 111E GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT WITH mf PROPOSED WORK. JJ. n1£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEf BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NfAR n1EIR FACILITIES AND SHALL COORDINATE mf WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALfRT (BOO) 422-41JJ SDG&E (760) 480-7647 PACIFIC BELL (800) 892-012J ADELPHIA CABLE COMMUNICATIONS (760) 438-7741 COX COMMUN/CATIONS f760~ 806-9809 CITY OF CARLSBAD (STREE7S AND STORM DRAIN) 760 434-2980 • CITY OF CARLSBAD (SEYrE'R,WATER Ji: RECLAIMED WATER) (760 438-2722 34. PERMIT COMPLJANCf REQUIREMENTS: A. FOR CON TROLLED GRADING -mf APPLJCANT HIRES A CIVIL ENGINITR, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSfRVE AND CONTROL 111£ WORK IN PROGRESS {15.16.120A.8/ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THf CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODf: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONmot. SLOPf PLANTING AND /RR/GA TION ARf INSTALLED IN CONFORMANCE Wl1H CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLJANCE LfTTER FROM CITY ENG/NfERING DfPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALi TY OF mE SOil. AND SUMMARIES OF FIELD AND LABOR A TORY TES7S. THE REPORT SHALL ALSO INCLUDf A STATEMENT BY THE SOILS fNGINEER THAT 7Hf GRADING WAS DONE IN ACCORDANCE Wl1H 7HE REQUIREMENTS AND RECOMMfNOA TIONS OUTL/NfD IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT Wl1H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. JS. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THf CITY ENGINEER'S APPROVAL, THESf PLANS MAY 8£ REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6, 111f SOILS REPORT TITLED NEW PARKING smucn.JRE TOYOTA CARLSBAD PREPARfD BY NORCAL ENGINEERING APRIL 4, 2005 &: UPDATED MAY 12, 2006, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Wl1H THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARf 111A T I AM THE ENGINEElf OF WORK FOR THIS PROJECT, 111AT I HA VE EXERCISED RESPONSIBLf CHARGE OVER 1HE DESIGN OF 7HE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND 111AT THE DESIGN IS CONSISTENT W/7H CURRENT STANDARDS. I UNDERSTAND mAT mE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THf CITY OF CARLSBAD DOES NOT RELIEVE Mf, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. bl-lA,lnc. land plannlng, clvl engine erlng, S1.1Veylng 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 0 OWAY RCE 29271 OWNER'S CERTIFICAIB II-16-oG. DATE I HEREBY CERTIFY 7J-/A T A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON 7J-/E COMPACTION AND STABILITY OF 7J-/IS SI TE. DATE A CALIFORNIA LIMITED LIABILITY COMPANY SOILS ENGI.l\1EER'S CERTIFICATE I, J:::'aTl( &CK6e , A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN 7J-/E FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY 7J-/AT A SAMPLING AND STIJDY OF 7J-/E SOIL CONDITIONS PREVALENT WITHIN 7J-/IS S/Tf )NAS MADE BY ME OR UNDE;R1 M)' DIRECTION BETWEEN 7J-/E DA TES OF ~./L5./05 AND ___ ,IJ4'Jt2!5... ____ . TWO COPIES OF THf SOILS REPORT-COMPILED FROM 7J-/IS S1VDY, Win-I MY RECOMMENDATIONS, H~ ~, BEEN SUBMITTED TO 7J-/E OFFICE OF 7J-/f CITY ENGINEER. ~~.oFE,~;?'o;·.,-, ~-It/ / '" 0 ,. ..... ,<' f1J _..l-J. 1~ q.v _,,,). .. ,r.h"\.,._..\, S/GNED:!M.?\.lvl, 1 DA TE: 76(, I &" ,;<'. _ 1,.;~\ -O✓I, ''L I ~0 !, . "I •• P £ NO D' LICENSE EXP/RATION DA TE: f~ J/()f ~ rw '_•i3 § 1 " . • .: _ __:___ • * I, NORCAL fNGINE£RING G'< .. -;,• *f 10541 HUMBOLT STREET, LOS ALAM/TO~ CA 90720 "'~, °.'.£?11'•,ucJ?:"3/ - (56;2) 79979459 -· . ------"•f"'°~~~ _ GRADING PLANS FOR: WORK TO BE DONE TOYOTA CARLSBAD 7HE IMPRO\/EMENT WORK SHALL Bf PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMfNTS, CURRfNT AT 111f TIMf OF CONSfflUCTION, AS D/RfCTED BY THE CITY ENGINEER. CUP 05-09 I CDP 05-19 I SDP 91-12 (A) I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS . . . •. . -·~.::_ "!.-- 50' 0 I 100 SCALE: 1• = 100' REFERENCE DRA,VINGS: CITY OF CARLSBAD DRAWING NO. 161-5 210-6 256-1, 1A&7B 330-2A SOURCE OF TOPOGRAPHY _ _J 200 I TOPOGRAPHY SHOWN ON 7J-/ESE PLANS WAS GENERA TED BY AERIAL SURVEY METHODS FROM INFORMATION GA n-JERED ON SEPTEMBER 10, 2004 BY BHA INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA TJONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSfSSORS PARCEL NUMBER(S) 211-030-27 THE CALIFORNIA COORDINATE INDEX OF mis PROJECT IS: N 360 E 1671 BENCHMARK n-JE BENCHMARK FOR m,s SURVEY.IS n-JE CITY OF CARLSBAD SURVEY CONTROL STATION CLSB-142. A BRASS DISK STAMPED "CLSB-142 LS 6215" SET IN n-JE TOP OF A STORM DRAIN BOX INLET. LOCA "!ED ON n-JE W£ST SIDE OF AV£NIDA ENCINAS A 1/2 MILE SOU7J-/ OF PALOMAR AIRPORT ROAD AND 140 FEET NORTH OF n-JE MOST SOUTHERLY ENTRANCE TO 7J-/E ENCINAS TREATMENT PLANT. ELEVATION = 33.049 NGVD 29 LEGAL DESCRIPTION PARCEL 2 OF PARCEL MAP NO. 1310, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF 7J-/E COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 16, 1913, RECORDERS FILE NO 13-042619 OF OFFICIAL RECORDS. 300 I SITE ADDRESS 6030 A V£NIDA ENCINAS CARLSBAD, CA 92009 CARLSBA~ICIPAL WATER DISTRICT /},..,/ -2.;19/0, DAVID A. HAUSER DATE !STRICT ENGINEER R.C.E. 33081 EXP. 6/30/08 PROPOSED BUILDING NOT TO SCALE SHEET INDEX SHEET 1: Tl TL£ SHEET SHEET 2: DEMO/REMOVAL PLAN SHEET 3: GRADING PLAN SHEET 4: GRADING PLAN SHEET 5: GRADING PLAN/ STORM DRAIN SHEET 6: GRADING PLAN 4. PLANNING COMMISSION RESOLUTION NO.'S 6044 Ji: 6045 DA TED 3/15/06. 5. THf STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY NORCAL ENGINEERING DA TED 4/4/05 AND UPDATED MAY 12, 2006. 7. THf SAN DlfGO ARfA RfG/ONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THf CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS. PC RESD 6046 DATED J/15/0~ SEE Al>DJTIOAIAL MQTfiS ON S/./EfT-Z. SHEET 7: CURB DA TA SHEET SHEET 8: EROSION CONTROL PLAN LEGEND SDRSD = SAN DIEGO REGIONAL STANDARD DRAWINGS \ SITE PALOMAR AIRPORr RD. .... \ I I I .. I ITEM SDRSDJ SYMBOL QUANTITY PROJECT BOUNDARY EXISTING CONTOUR EXISTING SEWER RELOCATED WATER EXISTING STORM DRAIN PROPOSED SPOT ELEVATION RETAINING WALL EXISTING PA V£MENT ELEVATION EXISTING TOP OF WALL ELEVA TJON EXISTING ELEVATION @ GRADE PROPOSED FIRE SERVICE DIRECTION OF DRAINAGE REMO\/£ EXISTING CONCRETE, STRUCTURE OR AC PA V£MENT & REPLACE W 3" AC/6" A.B. CLASS II CONCRETE TOP OF GRATE ELEVATION INVERT ELEVATION FINISH FLOOR SUB GRADE 2• PVC -175- -s-- =cl¥== 92.5 -(P 93.3) (TW 98. 7) {G 98.3} --F-- TG 92.90 IE 86.1 FF SC 84,150 SF 2,570 SF SD CLEANOUT (A-4) D-9 @I 1 EA 1 EA 2 EA 1 EA TYPE F CATCH BASIN D~ 7 lg lg TYPE G CATCH BASIN D-8 TYPE A CURB INLET D-1 -8- 18" RCP {1350D} STORM DRAIN PIPE 12" PVC STORM DRAIN PIPE ------------- 6'x12' STORM WATER FILTER WATER CLAR/FIERS (NOTINGHAM MODEL 56-1500) 409 LF 297 LF 2 EA 3 EA .ABBREVIATIONS: AB -AGGREGATE CONCRETE BASE AC -ASPHALT CONCRETE BC -BEGIN CURVE SVC -BEGIN VERTICAL CURI/£ 8W -BACK OF WALK C&G -CURB AND GUTTER CDS -CUL-DE-SAC CL -CENTERLINE CO -CLEANOUT DC -DEPRESSED CURB E -ELECTRIC EB -EASTBOUND EC -END CURI/£ £CR -END CURVE RETURN EP -EDGE OF PA V£MENT EVC -END VERTICAL CURI/£ FC -FACE OF CURB FL -FLOWLINE FS -FINISHED SURFACE G -GAS GB -GRADE BREAK HDPE -HIGH DENSITY POL YEn-JYLENE HP -HIGH POINT IE -INVERT ELEVATION LT LEFT MH -MANHOLE MVC -MIDDLE VERTICAL CURI/£ NTS -NOT TO SCALE P -PAVEMENT PCC -POINT OF COMPOUND CURVE PL PROPERTY LINE PRC -POINT OF REVERSE CURVE PVC -POLY VINYL CHLORIDE RCP -REINFORCED CONCRETE PIPE RT -RIGHT RW -RIGHT-OF-WAY S -SEW£R SD -STORM DRAIN SDR 35 -STANDARD DIAMETER RATIO 35 SDRSD -SAN DIEGO AREA REGIONAL STANDARD DRAWING SW -SIDEWALK T -TELEPHONE TB -TOP OF BERM/DIKE TC -TOP OF CURB TF -TOP OF FOOTING TG -TOP OF GRATE TW -TOP OF WALL W -WATER EARTHWORK QUANTITIES CUT: 1,190 C.Y. /OD -IRREVOCABLE OFFER OF DEDICATION ~N~EPARTMENT APPROVAL "AS BUil T" FILL: 235 C. Y. EXPORT: 955 C. Y. REMEDIAL: 4,533 C. Y. OWNER/PERMITTEE STELLAR PROPERTIES, LLC 6030 AV£NIDA ENCINAS SUITE 220 CARLSBAD, CA 92009 (160) 438-2000 ..... ~o<a,ara.L>.-LJ£.c-,.,=""''1'14/~---DATE: / jlo/07 (SIGNED) DoN ,VE.ll , PLANNIIIG DIRICIOI ~~ DATE: "'Vic) ~7 {SIGNED) /< RECOJOIENDED uv,e-nrrih ~'"'11MO..y'I (PRINT IWIE} 1L Mn,,¥= RCF 2.92..7( EXP. 1•J/.o9 /c:l-10•08 DATE ECTO DATE 8 " ~ CITY OF CARLSBAD ISHEETSI ~'? t====t====1============================t====t===1====t==~ L_1_J ENGINEERING DEPARTh1ENT 8 ~i GRADING PLANS AND EROSION CONTROL FOR: i,:; i ,4S-l3llllT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA OTHER APPROVAL CITY APPROVAL TOYOTA CARLSBAD ic 6030 A VENIDA ENCINAS ~~ CITY ENGINEER PE 33069 EXPIRES 6 PROJECT NO. 1-1,1•~ 30 08 DATE -.J Clj ~~ I<)~ OWN BY: MS TC-CH CHKD BY: p_ RVWD BY: !l" P..-CDP 05-19 DRAWING NO. ~~ 441-6A i~ K, \Land Projects 3\59f-0804-605\DWG\PGP\59f-0804-pgp01.dwg 11/3/2006 2: 19,51 PM PSr 07Q2.07 ---' / I 1) i I I I I :I -I I I II s II ~I I II 1I i1 I !I I I f I I I ff ' ' ' I ff ' ,, ' " / I I I ,,, ff / I I ' " I ,, / /J f I) I // ' ,1/ 1',/f ' // I // ' .... , // "' ~I ii - :,..J . ti:I ._ .. liil , '.1-t-+----.---~ ~:. °, . 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 I I I I I I I <: '-" c:, l\j <o u-i '-I ~ -I>,. -'.'--I C) c:, .. I ~ •:=-I .. .. = = I L___) I I / I .. • APN 210-030-28 PCL 1 pf\/} 1310 : -'. -· -.-._ ... ± 42' EXISnNG DRIVf:WA Y TO UNDERGROUND PARKING EASEMENT WAS QUITCLAIMED PER DOCUMENT RECORDED JULY 25, 1994 AS FILE NO. 1994-0456956 O.R. EXIST. COLLISION CENTER BLDG. APN 211-030-27 PCL 2 PJ\;J 1310 EXISnNG DR/Vf:WA Y TO UNDERGROUND PARKING '\ '\ '\ :s -!3(.//[, 0 \ \.. ---\ \ ___ 1 \ I I "'~1/ CUSTOMER SERVICE BOOTH - ---~PROPOSED NEW SERVICE CENTER BUILDING --------] -------- -- PL I • I APIV 2-11=1J, \P I\ INtrlAI. orH APl"/20VAL CITY 'PPl!!OVAI.. I I I 32 <1> EXIST AC. PAVING TO REMAIN ..A---. EXIST AC. PA Vf:MENT TO BE '-&"' REMOVf:D ~ AREA OF A.G. PA Vf:MENT -OVf:RLAY <'.g> LIMITS OF NEW PAVING .,,.-;;--._ REMOVE: EXIST. AC PAVING & REPLACE WITH _w.,._ .. _...:,y_ ~ CONCRETE PER SOILS ENGINEER'S RECOMMENDA noNS ~~ 1: ::.-'-.:'• I k "·_ .. ;;.q <ig> CONSTRUCT NEW CONCRETE PAVING <fJ>_ CONST. 4• PCC SIDEWALK <iptf[J) PAINTED PEDESTRIAN CROSSING 2 -.~ 0 \ 0 \ \ P \ RnON OF EA },,.MENT TO E Q$1TcLAJMED BY\SDG&:E AF R UT(LITY RELOCA noN I \ \ \ \ \ \ \ \ <o \ \ ~\- -0, PL ---PL I I ( \ \ -) I \ ~ \ I I \ I \ \ \ \ I I ~~ A! • : ,, • TYPE EASEMENT NOTES @ EASEMENT RESERVAnON TO P.A. & EVA & M. HORTON FOR RIGHT OF WAY AND ACCESS PER BOOK 6397, PAGE 141, O.R., REC 12-4-56 @ ACCESS RIGHTS TO THE SAN DIEGO FREEWAY (XI-SD-5) WERE RELINQUISHED TO THE STA TE OF CALIFORNIA PER DOCUMENT RECORDED MAY 31, 1966 AS FILE NO. 89678, O.R. @ EASEMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY RECORDED APRIL 30, 1974 AS FILE NO. 74-110728, O.R. (LOCATION SHOWN JS APPROXIMATE ONLY) © EASEMENT TO THE CITY OF CARLSBAD FOR PUBLIC unLlnES AND WATER MAIN RECORDED JULY 12, 1974 AS FILE NO. 74-187294, 0.R. PORnON OF SAID EASEMENT WAS QUITCLAIMED PER DOCUMENT RECORDED JULY 25, 1994 AS FILE NO. 1994-0456956 O.R. @ EASEMENT TO SAN DIEGO GAS AND ELECTRIC COMPANY RECORDED AUGUST 23, 1993 AS FILE NO. 1933-0556497 O.R. (THE ROUTE OR LOCA noN OF SAID EASEMENT CANNOT BE DETERMINED FROM THE RECORD.) @ EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT FOR WATER FACILlnEs AND INCIDENTAL PURPOSES RECORDED DECEMBER 30, 1993 AS FILE NO. 1993-0886346 O.R. 0 15' EASEMENT FOR PUBLIC unLITY &: WATER MAIN PURPOSES RECORDED 7/12/74 AS FILE NO. 74-187294 O.R. @ PROPOSED EASEMENT TO CMWD PER. P.R. 06-100 * CONTRACTOR SHALL PROTECT IN PLACE EXISTING SEWER AND STORM DRAIN LOCATED IN PUBLIC EASEMENT. CONTRACTOR SHALL FLAG ALIGNMENT OF EXISTING STORM DR,4;/l'i-FOR PROTECTION 40 20 0 40 80 120 ~~----~~ SCALE: 1" = 40' REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGRfflrlENT FR£QUENCY FILTRAnON MP-40 PVT OTHER 5&:6 PER MEDIA FILTER MANUFACTURER WORK T O 8€ DoNE 9 . STOll~WATE/l. ~ANAGEME~T' PLAl>J P/Z.Ef'AR.ED BY SHJI\, INC.. 1 DATEO : NOV. 201 2.00(,, 10. STORM W/11''1'£11. POLL<rf'J0A/ PIU!VE/IIT10A1 PL/1\AI P/l.EP4t.E() BY fYIA,1/llc.. 1 PA.--rt!D: JIJLY /2./ zoo'-1 W0/1 -1t 9 37C1+2.3'-I //. CAL.tFOlllftA STOLMWA--rFL QUAI...ITY AsSoC/A,TION, S70/U,ljflll.fT£~ (JEST A#JfJIAG,tE/flEJI/T ,P,1.14C.T"JC£ 1 Cofy' t-r/l,vC.T'/o/11 HA>II/JIOK Al>IP 'Tl/I! s-TAT~ oP c.AL.JF MNIA, ()EPA LTM«l'IT' OF TIU.AISl'oL-rl#tTION Co/1/sr 11c.-r1o,1 sir~ s-r Jlf/l~AG~l'f~Al'T P.1-Ac.-r,cEr (8/IIIP) A11A.v11AL.. AS-BUILT /O·J0-08 ~ 4-'g•o'I = I I I \ ,---+------'-HY---'-''-------:::~~~~;,----1 ~A, Inc. DEMOTOYOT AAcARLSBAD fSHFil CITY OF CARLSBAD I SHEETS I ~ ENGINEERING DEPARTMENT 8 --' 1anc1 p1ann1ng. c1v1 englneer1ng. surveytng 6030 A VENID A ENCINAS 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 E:;;;J~ 29271 R.C.E. EXP. J/31/07 l·Dl·Z- UC. EXP. DAT£ DATE APPROVEDQ, ;~NRA~C-HAMMANN BY: -;3 2/l<i ),, CITY ENGINEER PE 33069 EXPIRES 6 30 08 DATE PROJECT NO. CDP 05-19 DRAWING NO. 441-6A Kc \Land Projects 3\591-080<-605\DWG\PGP\591-0804-pgp02.dwg 1/3/2007 9c52c26 AM PST 032707 042009 ~ I ) 5• MIN. GB 60.45 TC 59.95 P GB 60.27 TC 59.77 P ~+~ I 1 "--,-, i ,, 5• MIN. .... 59.32 \_ FL ---', .,;,-, _;-tH-1--~·• "·"6> It I 1-1----r'--t'-. 5. " TC 59./1 ~, P 58.61 . I • I •. 61.37 TC 60.87 f ~__.L------. 5'e_95 TC 58. 5 P ffi k-~---=--~""-~.-.. _-._._.,..,I ?----lit--'\--\-----"-\--~~ ~~~~~ ~ \ ' ~ ~ n:::-cd+-=lb-c~'=-, 0 1:-'=:::'::':':=~1=~--.,~'---~~,~=' ·. \,' I ~~ i--~~~-"'''-1 '.:;;1)l:;..." __ L-------f'•L\ ...L..-i1--r-__ "58:Zf.0--,._.....,...., FL CONTRACTOR TO VERIFY ____ ..::::,:...._ _ __. 58.50 EXACT LOCATION OF FL ELECTRICAL & WA TERL/NE , <,-,. FACILITIES PRIOR TO SCHEDULING CONSTRICT/ON EXISTING BUILDING LIMIT SAWCUT & REMOVE EXIST. PAVING MATCH EXIST. PAVING, OVERLAY TO PROVIDE SMOOTH TRANSITION SEE SHEET 2 FOR PAVEMENT REMOVALS, REPLACEMENT, NEW PAVING AND OVERLAY AREAS . I I : / \ R MOiie E., 7ST. Af PAV!N(j & CONC. C~RB ).-c-6 ' ,; --.4-(3) -'-' -(3) -- 61.60 TC 61.10 P 61.05 P 3.13% ~ /::: !l,; u ~C) ,c -.J '!:: !l,; 's:~ ~~ 63.21 P 63.72 TC 63.72 TC 63.42 P. ~• HIGH UR 61.11 IE ,40 P 6~f / / .....j '"'-.._ I z 1.75% AWAY FROM BUILDING (TYP.) . •, --',;-·= \ 'l;-----+f-----1· 6 ' ( 63.01 p '4 7Jjr/ ~t-=-~~Ef4:j~ 63.91 TC P \ \ r - 64.0 FF@ DOOR 63.91 TC 63.41 P TRANSITION FROM o• TO 6" CONC. CURB J "' /'/ ,.. / // 64.00 FF PROPOSED BUILDING SEE SHEEr 7 FOR ALL NEW CURB DA TA MATCHLINE -SEE SHEET 4 .45-8llllT R£V/6/0AI O='"SCR.IPTIOAI I . -~ ·. ..- 64.00 If. ±12· I i------ PROPOSED _ ___,. BUILDING WA TER PROOFING PER ARCHITECTURAL SPECIF/CATIONS ~-......__ 64.00 F.F. ~ . -. . .. :.:1 . • . . 11-·.: .·•··· · .... ,·. ··I" . .;, ..... -.. . . -. ! ,,_,,1-fff I .·-11= . , I ' ·. =I . . . 11= DESIGN FLOWLINE SECTION A-A I I ! ) 6'---\· <""'[c I I 64.50 FS • I ' . ., RAISED CURB SIDEWALK 0.5 ABOVE FF @ BLDG NOT ACCESS DETAIL SWALE @ NORTHEAST CORNER OF BUILDING NOT TO SCALE • _q ... FS - I I I ~o c.li·i (ff- u {:, I I EXIST GROUND _ ------ b~A,lnc. land planning. cMI englneemg, suiveylng 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 CONSTRUCTION NOTES: (J) NEW SERVICE CENTER BUILDING PER. ARCHITECTURAL DWGS. ® REMOVE EXIST. AC PAVEMENT. @ REMOVE EXIST. CONC. CURB. @ REMOVE EXIST. CONC. RIBBON DRAIN. ® REMOVE EXIST. TREE. @ REMOVE EXIST. STREET LIGHT. 0 REMOVE EXIST. CONCRETE PAVEMENT. @ REMOVE EXIST. FLAG POLE & LIGHTS. @ REMOVE EXIST. RETAINING WALL. @ EXIST. FIRE SPRINKLER VAULT PROTECT IN PLACE. ADJUST TOP TO MATCH NEW SURFACE ELEVATION. @ EXIST. PR/VA TE SEWER LATERAL CLEAN our ADJUST LID TO GRADE. @ SAWCUT EXIST. PAVEMENT MATCH EXIST. PAVEMENT SURFACE, OVERLAY AS NECESSARY TO PROVIDE A SMOOTH TRANSITION. (2' MIN OVERLAY WIDTH) @ MATCH EXIST. EDGE OF CONCRETE RIBBON DRAIN. @ @ CONSTRUCT NEW 3' WIDE CONCRETE RIBBON DRAIN. CONST. NEW 6" CONC. CURB PER SDRSD G-1. @ CONSTRUCT NEW AC PAVING PER SOILS ENGINEERS RECOMMENDED STRUCTURAL SECTION. @ CONST. NEW 6" CURB AND GUTTER PER G-2 @ CONST. o• HIGH CONC. CURB STORM DRAIN DATA AND PROFILES ON SIIEET 5 0 20 60 40 ~~ SCALE: 1" = 20' CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 8 GRADING PLANS FOR: TOYOTA CARLSBAD 6030 A VENIDA ENCINAS APPRO~D: 1£1-JAD.IC. HAMMANN ,.,. ~ - CITY ENGINEER PE 33069 EXPIRES 6 30 08 ~INEtRW 29271 EXP. 3/31/07 !/-/'·of,, DWN BY: PROJECT NO. 2~~g ~~~ 2frL. CDP 05-19 DRAWING NO. 441-6A R.C.E. L/C. EXP. DATE DAT£ K.-\Land Projects .3\591-0804-605\DWG\PGP\591-0804-pgp03.dwg 12/8/2006 2.-09.-43 PM PST ' I • .• 032707. · ' •· ' CONSTRUCTION NOTES: (J) REMOVE EXIST. BUILDING. @ REMOVE EXIST. AC PAVEMENT. @ REMOVE EXIST. CONC. CURB. @ REMOVE EXIST. CONC. RIBBON DRAIN. @ REMOVE EXIST. TREE. @ REMOVE EXIST. STREET LIGHT. <z) REMOVE EXIST. CONCRETE PAVEMENT. @ REMOVE EXIST. FLAG POLE & LIGHTS. @ REMOVE EXIST. RETAINING WALL. @ REMOVE EXISTING SPRINKLER VALVES AND BACKFLOW FlmNGS & REMOVE EXISTING VAULT. ([]) EXIST. PR/VA TE SEWf:R LATERAL CLEANOUT ADJUST LID TO GRADE. @ SAWCUT EXIST. PAVEMENT MATCH EXIST. PAVEMENT SURFACE, OVERLAY AS NECESSARY TO PROVIDE A SMOOTH TRANSITION. (2' MIN OVERLAY WIDTH) MATCH EXIST. EDGE OF CONCRETE RIBBON DRAIN. CONSTRUCT NEW 3' WIDE CONCRETE RIBBON DRAIN. CONST. NEW 6" CONC. CURB PER SDRSD G-2. CONSTRUCT NEW AC PA \/ING PER SOILS ENGINEERS RECOMMENDED STRUCTURAL SECTION. - EXISnNG BUILDING I 3-COMPARTMENT, SAND & INTERCEPTORS W/SAMPLE SG-1500 BY~r /tJa,) ?,6-/tH -,OR E $ cat-/41'~TM8V/" &'AIO ,6'.#l,~lt,' FL II.I~ 4// S,IIMPt,e .-J()K. MO~l. S.G . ..3ta> ~ r'lf!(X'AST=-= f'Rt}Ot/C/5 M ~~ _. (tJaJ} 793-IZ~ 58.75 FL MATCHLINE -SEE SHEET 3 63.01 P 62.97 FS 61.00 "' f 63.91 TC 63.41 P 6" CONC. CURB 63.91 TC .63 63.41 P F. 63.54 FS 63.51 FS 0 ROLL-UP DOOR 63.91 FS 1 64.00 6 FS 0 BLDG . .11---1.75% TRANSIT/ON FROM 6" CONC. CURB TO o• CONC. CURB o• CONC. CURB EXIST. 10" WATERLINE TO BE REMOVED FF 64.00 PROPOSED BUILDING FS O BLD . ~~~!{fl ,..,.-~I-.\--+--~ l./--~~~ ~ ~- "' Aij ~ J ~4 vll' I --\-s,_;-, +...t'I!', <S> () A5Pt1,) <S -\-.. ✓ \ <Sll9> Sl/9) (Sl/9) m "' "' I J ~ =, ~ ~ . ii \ j .,., EXIST ~o., (SIi!))- \ / = <SIi REMOVE r £XIST. :.0. 1 REMOVE: EXIST. GUARD POSTS 60.00 FS 0 d1 6 .OD F$ I 59.i!i I ~AR WASH 11 r 1 7l , I mr.mro ~r.~ \ EDESTAL & BACKFLOW ASSEMBLY \ TR IN?_TALL 1,Bp· ·(;ROUND DOUBLE ~ V, -+-----'.,-\ ________ __gXIST. F.H. __c:C,:i.,~VE/Ec,'TOR CH£. VALVE ASSY. Cl' ~ l'IIIHF, • CONNECT/ON PER. o) ) C.M.W.D. STDS r -22) I '&; ~ 6'..? ,f--' 6110 FS NSE TREE I 20 10 0 20 40 - -- -SCALE: 1" = 20' PArE 11•11'11 --OF- 1 60 ,45-BUILT 64.0 TW MATCH/JOIN EXIST. RET. WALL. 63.8 FG B 63.9 FS .: ' _,_ 6 . .i I[ IN ~ .... a: fa . --"' ~ v -"' ~ -5. •-6's 15 <t< "' 6 I[ HP. --\---6'1!'> "'s " ~ " 'f Os 4--6.',6' " kl c,, c.; 6'j "' .-., ..: " ~ I " ;,i :... C ~ ~ ~ - 6 ,91 62.56 "' 1 t1' t1' \ -~ \ \ u, "' t1' 1 \ \ \ I NEW BLDG. lj'_-R/W ~ ~.83' / I ----..... 1 # _ _,, SECTIONC-C NOT TO SCALE fi'_-R/W I 10· I 2: 1 I IA AX, ~ ~-~ GRASSCRETE APRON SECTIONB-B NOT TO SCALE -- fSHlf17 CITY OF CARLSBAD I SHEETS I L__±_j ENGINEERING DEPARTMENT 8 ~-----------------------I bl-lA,lnc. land planning; cMI engineering, surveying 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 I- Q, ~~ _ _ 29271 ENGINEER 7voR R.C.E. ' ' -. G RAD ING PLANS FOR: TOYOTA CARLSBAD 6030 A VENIDA ENCINAS APPROVED: COf1RAD C. H)MMANN gy; ,,( ,., 2./,,/o? • CITY ENGINEER PE 33069 EXPIRES 6 30 08 DATE PROJECT NO. CDP 05-19 DRAWING NO. 441-6A K: \Land Projects 3\591 0804 605\DWG\PGP\591 0804 pgp04.dwg 12/8/2006 2: 10: 29 PM PST 032707 070207 042009 ... c.n I I I ' I I I C, I 'i!, I \ V c.n I I 0 ' I -\-r I /g I I I i I j I I 1 I !'1 I 11 I I 1i I 11 11 I I 1'1 I . 11. ~1 I , 11 I 11 1'1 I 'If, ;;, '- '·s " I ► SI ti) " "I :,: I .. ,.J ::. G) 2' / ::.i " -< "I \<! I I ..._I ~I I I . . . . ...... 54.5 1W \ .----EXIST. BLDG. --- ASPH I 20 10 0 20 40 60 ---EXISTING BUILDING ----SCALE: 1" = 20' itXlspA/6 ""'8/FSS~ VIVE 4V/~..uwe,,,wce I T -, -i :f -.IJ . CONSTRUCTION NOTES: (g) REMOVE EXIST. AC PAVEMENT. @ REMOVE EXIST. CONG. CURB. @ CONST. 4" THICK PCC SIDEWALK 4' WIDE UNLESS OTHERWISE SHOWN @ CONST. MASONRY RET. WALL PER S.D.R.S.D. C-5 @ CONST. PEDESTRIAN RAMP PER CITY STDS. e 5' WIDE BLUE PAINTED PEDESTRIAN CROSSING _J ___J % <> <> <> <> <> <> 11 STORM DRAIN KEYMAP REQUIRED TREATMENT CONTROL BMP TABLE 0£SCR/PTION QUANTITY MP-40 1 EA . MEDIA FILTER 80 40 0 80 160 ---240 ----SCALE: 1" = 80' STRUCTURES STORM DRAIN DATA TYPE TG RIM FL BEARING RADIUS DISTANCE NOTES ® B INLET (EXIST) (56.50) (1) N 44"32'17" E 120.95' 18" RCP ® A-4 C/0 57.19 (2) N 65"41'34" E 288.36' 18" RCP © A CURB INLET 61.60 CTI N 89"05'28" W 194.93' 12" PVC @ A-4 C/0 68.00 (1) S 34'42'26" E 79.87' 12" PVC ~ F CATCH BASIN 66.30 ~ S 29·35•12• E 22.63' 12" PVC ® G CATCH BASIN 57.80 LF PROFILE SCALE C HORIZONTAL: 1"= 40' VERTICAL: 1"= 8' " . g.. ' , • ~---------------------' ~ CITY OF CARLSBAD ISHEETSI L.2_J ENGINEERING DEPARTMENT 8 GRADING PLANS AND STORM DRAIN PLANS FOR: MATCHLINE -SEE SHEET 6 i---=--4~S:-----'8~ll.~l_l_T __ -;._---1-_1--________ __J__.j____j__-l-~ #'JJlol . ~ b~A,lnc. land planning, ctvll englneeitng, surveying TOYOTA CARLSBAD 6030 A VENIDA ENCINAS /0-So -ot ---+----+--------------+---+--------+---1-------1 011rc 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 'fl,._.k/Jf,t.t / ENGINEER OF WOR(} OWN BY: 29271 R.C.E. E:XP. 3/31/07 {-01·ZD01 CHKD BY: UC. EXP. DAT£ DATE RVWD BY: qJ.---- K: \Land Projects 3\591-0804-605\DWG\PGP\591-0804-pgpOS.dwg 1/3/2007 10:00:36 AM PST 032707 070207 042009 >- c::, ~·· ~ -~~ ~I~ <i'i i Bi (!) r, cl: CJ :;a C Ul :r MATCHLINE -SEE SHEET 5 )> Ul lJ :r =- - EXIS'fING BUILDING IO•JI.,, Jl.1..H !/i AS-p,/J/t.,T 5/tr/0111:ll-/-1, J!EVf6eS/OleN!rlt.11=/tSysreM DA~ 1/im,<1, E/J61NlU Pf WO,et R£Vl5!0N ai6Cf<IP[ION . - S/ltl•l ()EJ. <;/z1/n ~ '~ OIi~ · //l(fi~I-J;l<l/f lfNtnAl- llmcR p~vA<.. crrv APP/lOYAI.. .. . CONSTRUCTION NOTES: @) SAWCUT EXIST. PAVEMENT MATCH EXIST. PAVEMENT SURFACE, OVERLAY AS NECESSARY TO PROVIDE A SMOOTH TRANSITION. (2' MIN OVERLAY WIDTH) @) CONST. NEW 6" CONG. CURB PER SDRSD G-1. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANnTY MP-40 1 EA. MEDIA FIL TER \ 20 10 0 20 I ~ ~~~I SCALE: 1 • = 20' 40 I 60 I K.-\Land Projects 3\591 0804-605\DWG\PGP\591 0804 pgp0B.dwg 1/3/2007 10.-04: 34 AM PST 070207 CURB DATA TABLE NO DEL TA OR BRG. RADIUS LENGn-1 REMARKS 1 A-88"47'01" 20.06' 31.08' 6" CONG CURB G-1 2 1,=90·05'47• 2.50' 3.93' 6" CONG CURB G 1 3 N59"24'16"£ 16.50' 6" CONG CURB G-1 4 S30"29'57"£ 24.81' 6" CONG CURB G-1 5 s14 20·02·w 3. 10' 6" CONG CURB G-1 ,.. ~ 6 575·39 '58"£ 3.08' 6" CONG CURB G 1 ~~ ~ ~ 7 530"29'57"E 22.50' 6" CONG CURB G-1 G I" rn !'s ,,.,,. 8 S59"24'15"W 42.87' 6" CONG CURB G 1 " . 6 I]} 9 .1=148"51 '52• 1.20' 3.12' 6" CONC CURB G-1 .. lt) ~ 0, oi ?.2, :,,,. ~ ~ 10 S00'.32'23"W 14.69' 6" CONC CURB G-1 :, ~ ./~ N .-, 5 I?] ~~ ~ :,,,. 11 N89"27'37"W 24.17' 6" CONC CURB G-1 a-[z] ~ 12 N44"27'37"W 4.00' 6" CONG CURB G 1 ,_,; ~~ ~~~ DETAIL: TREE WELL 13 S45"32'23"W 4.00' 6" CONG CURB G-1 CURB DATA DETAIL {TYPICAL) 14 N89"27'37"W 21.34' 6" CONG CURB G-1 .± ~In, <-7,? "' NOT TO SCALE 15 N89"27'37"W 15.17' 6" CONC CURB G-1 f]l ~ 7 16 N00"32'23"E 12.99' 6" CONG CURB G-1 • 2 7.2, :, eg ~1i<s ~, ~ , s.,,~ 17 !,=119-04'76" 4.00' 8.37' 6" CONG CURB G-1 18 sa1·41'1o·w 33.51' 6" CONC CURB G 2 N59"30'03"E 250.18' ' ~~ ,,,., ~ 19 1,=44·33•11· 24.00' 18.70' 6" CONC CURB G-2 7 ?~ 4 ~~ :,,,. s,,r 20 !,=15"33'55" 50.00' 13.58' 6" CONC CURB G-2 :,,,. ~ ~~~ . 21 N89 "2 7' 3 7" W 59.09' 6" CONC CURB G-2 :3 22 1,=51;0•19• 40.00' 42.71' 6" CONG CURB G-2 ~~ : ~~ 23 N28i7'19"W 3.46" 6" CONC CURB G-2 24 N00"32'23"E 16.00' 6" CONC CURB G-1 ~ lll!I ~ 25 N30"35'45"W 12.94' 6" CONC CURB G-1 [tl ~ "'7 26 s00·32'23"W 16.65' 6" CONC CURB G-1 ~ ~ 27 !,=137-07'06" 2.00' 4.79' 6" CONC CURB G-1 ;... ~~ :.,_,. 28 1,=73·55'74• 20.00' 25.80' 6" CONC CURB G 1 .... .., . "' . ~ ~ 29 N30"29'57"W 12.37' 6" CONG CURB G-1 i ~ 13 ~ 30 .1=66'02'15" 20.00' 23.05' 6" CONG CURB G-1 -"' .., II II ./!i ~ I 31 583"27'47"W 84.87' 6" CONC CURB G-1 .... 0:: 1±.S @j 32 563"21 '06"W 29.27' 6" CONC CURB G-1 w~d 33 A-62"48'44" 5.00' 5.48' 6" CONC CURB G-1 = 34 S00'32'23"W 13. 77' 6" CONC CURB G 1 ~ = I ~ M 35 !,=180"00'00" 3.00' 9.42' 6" CONC CURB G-1 ■ I 36 tl=90"00'00" 2.00' 3.14' 6" CONC CURB G-1 ~ ' 1431 ..,, J 37 N28i7'19"W 42.88' TRANS FROM 6" TO o• CURB "4'"~J ~ ~ 38 1,=90-00·00· 2.00' 3.14' 6" CONG CURB G-1 ~-63.00' r. 39 N61"42'41"E 135.37' 6" CONG CURB G-1 40 !,=89"06'25" 2.00' 3.11' 6" CONG CURB G 1 5' 41 S287 7'19'"£ 1.00' 6" CONC CURB G-1 ◊ -I-'-I 181 42 .1=89"36'49" 2.00' 3.13' 6" CONG CURB G-1 1~1§~ .. -~ i1 43 N61"42'41 "£ 17.35' 6" CONG CURB G 1 I◊' 14, ~ 21 44 N28i7'19"W 119.17' o• ct 6" HIGH CONC. CURB G 1 Mn, SEE DETAI, ABOVE I I it 45 N28i7'19"W 91.01' 6" CONG CURB G-1 ~ .... , 46 1,=90·00·00· 2.00' 3.14' 6" CONG CURB G-1 -,--·-- 032707 , ◊ l/) 47 N61 "42'41 "£ 3.15' 6" CONG CURB G-1 ~ 48 .1=132"26'04" 3.50' 8.07' 6" CONG CURB G-1 .., ◊ <o 49 N2877'19"W 16.29' 6" CONG CURB G 1 _;: 0, 50 .1=90-00'00" 2.00' 3.14' 6" CONG CURB G-1 ~ M ◊ 51 N61 "42'41 "£ 16.00' 6" CONG CURB G-1 -52 N28i 7'19"W 21.00' 6" CONG CURB G-1 0, ◊ !'-53 N61'42'41"£ 15.32' 6" CONC CURB G 1 -!,=108"23'07" 2.00' 3.78' 0, 54 6" CONG CURB G-1 55 1,=29;0•43• 107. 05' 54.52' 6" CONG CURB G-1 ◊ 56 N16'42'41"E 5.00' 6" CONG CURB G 1 ~ 57 N73"17'19"W 5.00' 6" CONG CURB G-1 [ 58 N61·42'41 "£ 12.60' 6" CONG CURB G-1 59 /,= 130'48'43" 2.00' 4.57' 6" CONG CURB G 1 ~ ◊ NEW BUILDING 60 t,= 44 ·03'3 4 • 44.85' 34.49' 6" CONG CURB G-1 ..; 61 t,= 95"0 7' 46 • 2.00' 3.32' 6" CONG CURB G-1 <o ◊ -62 N61"42'41"E 69.00' 6" CONG CURB G-1 tn 63 N61'42'41"£ 96.48' 6" CONG CURB G-1 '-J ' 64 N28i9'19"W 1.00' 6" CONG CURB G-1 'OE ◊ ... 65 1,=90·00'00· 2.00' 3.14' 6" CONG CURB G-1 -66 N2877'19"W 9.17' 6" CONG CURB G-1 '-J C> 67 N28'17'19"W 24.00' 6" CONG CURB G-1 C> 68 N61 "42'41 "£ 1.12' 6" CONG CURB G-1 SE£ TR££ WE L CURB DA TA PER DET. IL ABOVE ◊ 69 N28"17'19 "W 19.00' 6" CONG CURB G-1 FOR 5'X5': QUARE 70 N61"42'41"£ 17.00' 6" CONG CURB G-1 TR££WELLS ( YPICAL) ~ ~ 71 N61"42'41"'£ 17.00' 6" CONG CURB G 1 72 N61"42'41"E 1.00' 6" CONG CURB G-1 Qi N61'42'41"£ 8.50' ~ "" 73 6" CONG CURB G-1 "' 74 N2877'19"W 17.00' 6" CONG CURB G-1 63.00' .,. '-J 75 1,=90·00·00· 2.00' 3.14' 6" CONG CURB G-1 ◊ ,-.{ 76 N61 "42'41 "'£ 64.05' 6" CONG CURB G-1 ~ "' 77 1,=90-00'00· 2.00' 3.14' 6" CONG CURB G 1 ~v i,j 78 N28i 7'19"W 3.00' 6" CONG CURB G-1 ~ cl 79 N61"42'41"£ 20.61' 6" CONG CURB G-1 ◊ 80 N28i 7'19"W 3.00' 6" CONG CURB G-1 ~ 81 1,=90-00·00· 2.00' 3.14' 6" CONG CURB G-1 ~ ,__ 17 82 N61"42"41"E 50.00' 6" CONG CURB G-1 5 I I ~ 71 83 N28i7'19"W 13.15' 6" CONG CURB G 1 ~ 7. 84 N61 '38'42"£ 0.39' 6" CONG CURB G-1 ,, r----' 7 85 N16"38'42''£ 5.00' 6" CONG CURB G 1 61 ' ~~ ~~~7~ lZ§l ~ ll5-!3U/1-T 86 N73"21'18"W 5.00' 6" CONG CURB G-1 7 '1-U-87 561'46'40"W 6.00' 6" CONG CURB G-1 -/fl·?C•DI 88 N60i1'16"£ 1.44' 6" CONG CURB G-1 = ~~~-~~~v~ /20N /-il..O t.. HOLlONll'I DAT<: S61 '50'52"W = ~ ~9ZTI EXPIR£S:~~l-0"1 739.95' H~ ~ @ 11/eNEO 8)": I SH7ET I CITY OF CARLSBAD I SHSTS I ;.1 i] -l.fi-Dj mre ENGINEERING DEPARThtENT - b~~lnc. CURB DATA SHEET FOR : ....,,_ 1y.0FBS8lo~ TOYOTA CARLSBAD '\ r/'// RONAUJ £. \ land planning, cMI engineering, surveying 1-J 6030 A VENIDA ENCINAS NO. 292'11 5115 AVENIIDA ENCINAS EXP. 3-31-07 SUITE "L" ~ C'/Yll,A APPROV,, ;ONB:d ~ANN t./19/01 CARLSBAD, CA. 92008-4387 40 20 0 40 80 120 (760) 931-8700 ,::-...;_01c••i CITY ENGINEER PE 33069 EXPIRES 6/30/08 O'.A.TE 1"'1111111 -I -1 I SCALE: 1" = 40' ~ii~ 11-1~-<J,. OWN BY: MS TC-CH PROJECT NO. DRAWING NO. 29271 EXP. J/31/07 CHKD BY: " '• CDP 05-19 441-6A R.C.£ UC. [XP. DAT£ DA1E RVWO BY:~ K. \Land Pw;ects 3\591 0804 605\DWG\l'GP\591 0804 pgp07.dwg 12/8/2006 2. 11. 02 PM PST ... ., , ( I I I I I , (-{ / i.\ I ' 11 6 I ··••·· +1 :( I I -I I I I \ I I / I ;-t, I , ,, I I ' I , ,;;~ I ~ I i \ , I , , I~ . I :. I \ ,'· '. , I \-.$t., : 1 \ 1 \'', I 'l ,~! ,\\\\ \! ,,, ½\II 1 , \ . l )"'. I . 1 ·-. I ) .1----.,_ i ✓-! \ .. l ) j i (. . I ,\ 1 \. I -\~, .... ,, . \., .. _) ,y, ·m• ·:j!/,.· I ... ~ .. ('\: f». '1'· \~- \ -✓ ( \ t ' ~~J \ ~ -~ ' . I \_) J·~ ··• .,--::.--,, '._. ~.....,..._._,.,..,,.-· ............... _""-----t--~' ~· ........_ ' ( , '- .,,,..,., '"" = ) i / I I / / '¾~ \ \ \ EXISTING BUILDING / / ----~~, ... ---~--~--.. ,-~-·-,~-~-~~-~ ,-~-' / Ill I ·~~-1-~.J ' ' I / / I \ I I I / •-,,.,, I , '•c'J.7-c;;\fb. . ,, • AC-X"'-_ I I I I / ASPH ,_ "'"· / I •. --'., ( I I >,-.,.,, .I.-) \ ' )/ ~----.L _ _:::~·-'-·-~----1, ' . -1'1c., I \ \ I ', !~ I ' ,-I ' I/ \ i' \f--lr-+'\ ~ \ . '◊ • \ \ \ \ r 1- j I y, "-:~ •. , ' \ \ ' I \. l!'.----1 ,,. •. ·. I -. ----=-" C r·,~ □ ' .. I\ . ./ ••. \. i CJ ( PROPOSED BUILDING LEGEND DESCRIPTION STORM DRAIN INLET PROTECTION STABILIZED CONSTRUCTION ENTRANCE GRA .FL BAGS SILT FENCE ..\--\<. J 'I, .... QUANTITY 4 EA 1 EA 2,100 EA 1,063 LF SYMBOL 40 80 SCALE: 1" = 40' /lS-8UILT EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT 808 WOLF AT (760) 438-2300 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VA/LABL£ AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CON.FN/ENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. 4. TH£ CONTRACTOR SHALL RESTORE ALL EROS/ON CONTROL DEVICES TO WORKING ORDER TO mE SATISFACTION OF m£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. mE CONTRACTOR SHALL INSTALL ADDITIONAL EROS/ON CONTROL MEASURES AS MAY 8£ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRAD/NG OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. mE CONTRACTOR SHALL 8£ RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER mE APPRO.FD GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM mE FACE OF SLOPE AT mE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE /N PLACE AT mE END OF EACH WORK/NG DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA.FL BAGS SHALL 8£ BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE . 120 5o• l.11~ RON.tllP t... HOUOWl'l'( OATe STABILIZED CONSTRUCTION ENTRANCE (TC-1) «;6" 29271 exF'l/2e:S: 3-31-()';) NO SCALE GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETWEEN BAGS ACTS AS SP/LL WAY 3 FT (0. 9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS ~-------.ill,....t2!.o'.ill!:.._ __________ -I bliA,lnc. land pllannlng, cMI anglrioorlng,, su1Vaylng 5115 AVENIDA ENCINAS SUITE "L" CARLSBAD, CA. 92008-4387 (760) 931-8700 29271 R.C.£. 1. O' MINIMUM (TYPICAL) /2 BAGS HIGH {TYPICAL) ,.,,._,_ GRADED SURFACE GRA VELBAG DETAIL NO SCALE ~ CITY OF CARLSBAD ISHEETSI LJi_J ENGINEERING DEPARlMENT 8 EROSION CONTROL PLAN FOR: TOYOTA CARLSBAD 6030 A VENIDA ENCINAS APPROVED: CO~AD. C. l;j,\MMANN /1~• JL.J 1G ..J/' ,Jo7 CITY ENGi EER PE 33069 EXPIRES 6 30 08 A TE DRAWING NO. 441-6.(\. K: \Lond ProJects 3\591-0804-605\DWG\PGP\591-0804-p9p08.dwg 12/8/2006 2.· 11:36 PM PS '032707 4 ''·• ........ ~.