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HomeMy WebLinkAboutDWG 423-6A; SDP 97-08B; CARLSBAD CORPORATE CENTER PARCEL C; 01-08... GRADING NOTES ·------- (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 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 TH[ CARLSBAD MUNICIPAL COD[, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THE:Y MAY PERTAIN TO THIS PROJECT. THE ENGINETR IN RESPONSIBLE CHARGE SHALL REVISE THESE: PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR [NG/NEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY [NGINEE:R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH[ CITY [NG/N[[R WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE: MUST BE: FIL[D NAMING TH[ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH[ PE:RM/TTEf'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH[ INSURANCE: COMPANY WRITING TH[ POLICY MUST HAVE: A RA TING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE: OF PUBLIC RIGHT OF WAY REQUIRE SEP ARA TE PERMITS FROM THE BUILDING DEPARTMENT (SEE GEOGR/0 PLAN NO. CB 044113). 6. NO WORK SHALL BE COMMENC[D UNTIL ALL PERMITS HAVE: BEE:N OBTA/N[D FROM TH[ CITY AND OTHE:R APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE: PERFORMED UNTIL THE PROPERTY OWN[R'S PERMISSION HAS B[[N OBTAINED AND A VALID GRADING PERMIT HAS BEE:N ISSUED. 8. NO REVISIONS WILL BE MADE TO TH[S[ PLANS WITHOUT TH[ WRITTEN APPROVAL OF TH[ CITY ENG/N[[R, NOTED WITHIN THE RE:VISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE: SHEET. 9. ORIGINAL DRAWINGS SHALL BE:COM[ TH[ PROPERTY OF TH[ CITY UPON BE:ING SIGNED BY TH[ CITY [NGINEE:R. 10. TH[ ORIGINAL DRAWING SHALL BE: RE:VISE:D TO RE:FLE:CT AS-BUILT CONDITIONS BY TH[ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIR[ AND OTHE:R [M[RG[NCY VEHICLES SHALL BE MAINTAIN[D TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 12. WH[R[ TRENCHES ARE WITHIN CITY EAS[M[NTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS, 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE: DON[ UND[R THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE: CONSTRUCTED IN ACCORDANCE: WITH TH[ CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE "EARTHWORK SPECIF/CATIONS" A TT ACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSP[CTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACT[D BY TH[ PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR TH[ PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891. INSPECTION REQUEST MUST BE , RECEIVED PRIOR TO 2: 00 P.M., ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE 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, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE D£SIGN OF SHORING, BRACING SLOPING OR OTH£R PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTOR'S EXPENSE. 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 APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19, IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMM£DIA TEL Y. 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 ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER). 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TH[ 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 SHALL BE DEPOSITED AT, A SIT[ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. 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 HAVE A MINIMUM ONE PERCENT SLOPE. 25. THES£ PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE 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, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. 28, LANDStAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD I LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 3905M AND/OR Ap DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWi/ER/APPLiCANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GR~DING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMfiNT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH[ LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 18" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD 5-4 TYPE 'c" AND PIP[ MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO Bf ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL 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. VICINITY CITY OF OCEANSIDE HIGHWAY 78 MAP SITE : CITY OF VISTA u-7 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4133 SDG&E (800) 660-7343 PACIFIC BELL (800) 892-0123 ADELPHIA CABLE COMMUN/CATIONS (760) 438-7741 COX COMMUN/CATIONS (760) 806-9809 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 *CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 *SAN DIEGU/TO WATER DISTRICT (760) 633-2650 *LEUCADIA WASTEWATER (760) 753-0155 *VALLECITOS WATER DISTRICT (760) 744-0460 *OLIVENHAIN WATER DISTRICT (760) 753-6466 *BUENA SANITATION DISTRICT (760) 726-1340 *AS APPROPRIAT£ 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING R[PORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION 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. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL 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 SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS TH£RETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF R[QU/R[D BY TH[ CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY SPECIAL NOTES \\ \ \ \ \ PACIFIC \ . OCEAN 11 \. I ' I \ \ \ \ CITY OF ENCINITAS THE EXISTFNCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT KNOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE PLANS AND ANY OTHER FACILITIES OR STRUCTURES NOT SHOWN. 2 CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTING IN PLACE ALL SEWER MANHOLES, WATER METERS, IRRIGATION METERS AND VALVES. ANY DAMAGE TO DISTRICT/CITY FACILITIES SHALL BE REPAIRED IN KIND AT THE CONTRACTORS EXPENSE. 3 QUANTITIES IN DICTATED UNDE:R 'WORK TO BE: DON[" AND "EARTHWORK QUANTITIES" AR[ FOR BONDING PURPOSES ONLY. ACTUAL QUANTITIES TO BE DETERMINED BY CONTRACTOR. 4 IT SHALL BE TH[ CONTRACTORS RESPONSIBILITY TO SECURE ANY AND ALL PERMITS IN ORDER TO PERFORM WORK SHOWN ON THESE PLANS. 5 THE PAVEMENT STRUCTURAL SECTION(S) INDICATED H£R£0N ARE THE GREATER OF EITHER 4" A.G. ON 6" APPROVED AGG. BASE OR THE PRELIMINARY SECTION RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER. THESE SECTIONS ARE INDICATED FOR BONDING PURPOSES ONLY. THE ACTUAL SECTION(S) SHALL BE ESTABLISHED IN THE FIELD BY THE SOILS ENGINEER BASED ON ACTUAL SUBGRADE TESTING. ASPHALT CONCRETE PAVEMENT SHALL BE 1/2" AGGREGATE TYPE Ill C2-AR-4000. 6 STEEL REINFORCING FOR CONCRETE PAVEMENT AND FLATWORK SHALL BE PER RECOMMENDATIONS INCLUDED IN THE PROJECT SOILS REPORT. ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK 7 PIPE BEDDING AND TRENCH BACKFILL FOR H.D.PE STORM DRAIN SHALL CONFORM TO SAN DIEGO REGIONAL STANDARD DRAWING NO. D-60 EXCEPT AS NOTED: PLACE J/4" CRUSHED ROCK THROUGHOUT THE ENTIRE BEDDING ZONE, FROM 4" MINIMUM BELOW PIP£ OR 1" BELOW BELL OF POPE, WHICHEVER IS GREATER, TO 12" MINIMUM ABOV£ PIPE PER SECTION 306-1.2.13 OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION. FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED "CARLSBAD CORPORA T£ CENTER -PAD C", PREPARED BY GEOCON, INC., DATED SEPTEMBER OJ, 2004, AND ADDENDUM DATED DECEMBER 12, 2004, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 8 PROPOSED REMEDIAL GRADING FOR THE PROJECT INCLUDES THE PLACEMENT OF 18" OF SELECT NON-EXPANSIVE FILL MATERIAL UNDER TH£ BUILDING AND EXTENDING TO 5' BEYOND THE BUILDING FOOTPRINT, AND R£MOVAL AND RECOMPACTION OF THE TOP 24" OF SUBGRADE MATERIAL UNDER PAVEMENT AREAS. ACTUAL EXTENT OF REMEDIAL GRADING WILL BE DETERMINED IN THE F/[LD BY THE PROJECT GEOTECHNICAL CONSULTANT. AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION or RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJ£CT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE M[ AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ R_:Ec:C_C:..:O:c.Nc.::S..:.U::.L c"-A'-'N-'-TS::.c,_cl:..:.N.::.:C. ______ _ ADDRESS: _=.2.:._44c:2c....=S£=-=C:.:Oc..:N::.D--'A-'-V-=E:..:.N.::.:UE=------- CI TY, ST.: _ __,Sc..:A:..cN...,DcclE=-=GcsO"--"C"-'A'----"9-"-2-'"10'-'1 ____ _ TELEPHONE: _(~6~19~)~23"'2~--"9=.20~0~------- R.C.E. NO.: ___ __c48~5""2"'9 ________ _ REGISTRATION EXP/RATION DA TE: -~0~6-...,3~0~-~0=6-~ SOILS ENGINEER'S Clskl'IF1CATE N0.48529 P. 6/30/0 /, JAM[S L. BROWN , A REGISTERED GEOTECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF AUGUST, 10 , 2004 AND SEPTEMBER 03 , 2004 . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: ~ t-1 _.. ~k,a,,,.. __,.. G.E. NO.: 002167 DATE: __ l?"~!~t-+/~o~,,s~------- LICENSE EXP/RATION DA TE: 06 /30 /06£!,l OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. / NAME PALEONTOLOGY NOTES A PRIOR TO ANY GRADING OF THE PROJECT SITE, A PALEONTOLOGIST SHALL BE RETAINED TO PERFORM A WALKOVER SURVEY OF THE SITE AND TO REVIEW TH[ GRADING PLANS TO DETERMINE IF THE PROPOSED GRADING WILL IMPACT FOSSIL RESOURSES. A COPY OF THE PALEONTOLOGIST'S REPORT SHALL BE PROVIDED TO THE PLANNING DIR[CTORPR/OR TO THE ISSUANCE OF A GRADING PERMIT B A QUALIFIED PALEONTOLOGIST SHALL BE RETAINED TO PERFORM PERIODIC INSPECTIONS OF THE SITE AND TO SALVAGE EXPOSED FOSSILS. DUE TO THE SMALL NATURE OF SOME OF THE FOSSILS PRESENT IN THE GEOLOGIC STRATA, IT MAY BE NECESSARY TO COLLECT MA TRIX SAMPLES FOR LABOR A TORY PROCESSING THROUGH FINE SCREENS. THE PALEONTOLOGIST SHALL MAKE PERIODIC REPORTS TO THE PLANNING DIRECTOR DURING THE GRADING PROCESS. C THE PALEONTOLOGIST SHALL BE ALLOWED TO DIVERT OR DIRECT GRADING IN THE AREA OF AN EXPOSED FOSSIL IN ORDER TO FAG/LITA TE EVALUATION AND, IF NECESSARY SALVAGE ARTIFACTS. D THE FOSSILS COLLECTED SHALL BE DONTATED TO A PUBLIC, NON-PROFIT INSTITUTION WITH RESEARCH INTEREST IN THE MATERIALS, SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. CMlfD NOTE: NO GRADING SHALL OCCUR OVER DISTRICT FACILITIES WITHOUT WRITTEN DISTRICT APPROVAL. SOURCE or TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY AFR/Al SURVEY METH ODS FROM INFORMATION GATHERED ON SEPTEMBER 08, 2.QQJ. BY TOPOGRAPHY ACCURACY S SAN-LQ AERIAL SURVEYS SHOWN HEREON CONFORMS TO TANDARDS. LOCATION PROIECT THIS PROJEC T IS LOCATED WITHIN ASSESSORS 209-50-32 RN/A COORDINA T£ THE CALIFO N 1 99 4 JOO INDEX E OF THIS 6,249,500 NATIONAL MAP PARCEL NUMBfR(S) PROJECT IS: BENCH MARK :R1800 335+09 BC DESCRIPTION: DESIGNATION MONUMENTS STREET SURVEY TAMPED SAN DIEGO COUNTY £NG/NEER SURVEY PO/NT-19 LOCATION:_ CENTERLINE OF EL CAMINO REAL STA 335+09 ROM: COUNTY OF SAN DIEGO DEPARTMENT OF TRANS-RECORDED F ELEVATION: PORTA TION VERTICAL CONTROL DA TA BOOKS. 317.114 DA TUM: U.S.C.&G.S.(LAND), MSL = 0.00 CARLSBAD MUNICIPAL WATER DISTRICT ROBERT J. WOJCIK DATE DISTRICT ENGINEER R.C.E. 33698 IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER TO BE VALID. FOR YOUR DIG ALERT 1.0. NUMBER, CALL UNDERGROUND ALERT TOLL FREE 1 (800) 227-2600 TWO WORKING DAYS BEFORE YOU DIG. REFERENCE DRAWINGS 314-3, 381-2, 381-2A, 381-2B, 382-9L, 390-5, AND 390-5A SITE ADDRESS THE EASTERLY SIDE OF EL CAMINO REAL, SOUTH OF FARADAY AVE CARLSBAD, CA 92008 LEGAL DESCRIPTION PARCEL C OF PARCEL MAP NO. 18416, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA FILLED IN THE OFFICE OF THE COUNTY RE:CORDE:R OF SAID COUNTY 1/26/00 AS FILE NO. 2000-39031, O.R. APN 209-050-32 OWNER H.G. FENTON COMPANY 7588 METROPOLITAN DRIVE SAN DIEGO, CA 92108 TEL: (619) 400-0120 liRTlllJORK QUANTITIES CUT: 18 836 CY FILL: 7,959 CY REMEDIAL: 16 032 CY IMPORT: -0-CY EXPORT: 10,877 CY ' . 'to flt , ,,, ' 11,-,._,,,__ ,,.u,, r= DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE GRADING 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 SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED IN THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS S[T OF PLANS. 4. A) P.C. RESOLUTION NO. 4205 DA TEO 12/17/1997 (SDP 97-08) B) P.C. RESOLUTION NO. 4206 DATED 12/17/1997 (SUP 97-05) C) P.C. RESOLUTION NO. 4552 DATED 05/19/1999 (SDP 97-08(A)) D) P.C. RESOLUTION NO. 4553 DATED 05/19/1999 (SUP 97-05(11)) , E) P.C. RESOLUTION NO. 5744 GATED 10/06/2004 (SOP 97-08(8)) F) P.C. RESOLUTION NO. 5745 DATED 10/06/2004 (SUP 97-05(B)) 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GRE[N BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON DATED 09/03/2004 AND ADDENDUM DATED 12/01/2004. 7. THE CITY OF SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. COASTAL ,PERMIT: N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS, P.C. RESOLUTION NO. 4551 DA TED 05/19/1999, AND ENVIRONMENTAL APPROVAL DOCUMENTS; P.C. RESOLUTION NO. 5743 DATED 10/06/2004. 10. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR CARLSBAD CORPORA TE CENTER PARCEL 'C', PARCEL MAP NO. 18416; PREPARED BY CHERRY ENGINEERING DATED JULY 26, 2002. 11. STORMWATER MANAGEMENT PLAN (SWMP) PREPARED BY REC CONSULTANTS DATED MAY. 2004. DESCRIPTION ' I ', -~ I LEGEND DlJG.NO. SEE SHEET 2 SYMBOL QUANTITY I CONSTRUCTION PRIORITY: HIGH Civil Engineering• Environmental WDID NO. 9371018750 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fax Consultants, Inc. P~~PARTMENT APPROVAL "~ILT" DATB:8 //'/ /00 •ci-& rL__ ... e,/q/01 (Bllffill>) PWOONG DIHICl'OR RCF fl:>x') EXP. 6/30/Qf) ~ ---~ DATE ~ 7 ·J C,,-,?? -L~ DATB: 1?'/19/0~ RE~7D~ (Bllffill>) 1~/o.1&,~ RICOIIDNDID BY: ~t-~-J:)RE\-v" I~~~--r !Wllj DATE I SH~ET I CITY OF CARLSBAD I SHE~TS I ENGINEERING DEPARTMENT GRADING PLANS FOR: PARCEL C, P.M. N0.18416 CARlSBAD CORPORATE CENTER APPROVED: LLOYD B. HUBBS (J Y .,.,;?, ./ • -/?, '//. if' -',:{ g, / ,J/2,)05 CITY ENGINEERv Pt. 2~ ~XPIRES 12131105 DATE- DWN BY: -PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~-SDP ;97-08{8) OTHER APPROVAL CITY APPROVAL RVWD BY: 1 423-6A \ 100907 0 -O> DESCRIPTION 6" CONCRETE CURB 6" TYPE 'G' CURB ANO GUTTER CONCRETE GUTTER 4" CONCRETE SIDEWALK (SEE SOILS ENGINEER'S RECOMMENOA T/ONS FOR REINFORCING) PEDESTRIAN RAMP CURB RETURN / PEDESTRIAN RAMP 5" AC PVMT. OVER 13.5" CL II AGG. BASE OVER COMPACTED SUBGRAOE MATL.-HEAVY TRUCK DRIVES; T.I.= 5.0 (SEE SPECIAL NOTE NO. 5, SHEET 1). 4• AC PVMT. OVER 10" CL II AGG. BASE OVER COMPACTED SUBGRAOE MA TL. -PARKING ANO LIGHT DUTY VEHICLE DRIVES; T.I.= 4.5 (SEE SPECIAL NOTE NO. 5, SHEET 1). TYPE 'B' CURB INLET ANO FILTER TYPE 'G-1' CATCH BASIN AND FILTER TYPE 'A -4' STORM DRAIN CLEAN OUT CONCRETE LUG 24"X24" PRECAST CONCRETE CATCH BASIN WIT.H TRAFFIC GRATE ANO FILTER 4" PVC CUL VERT 6" PVC CUL VERT 12" PVC CUL VERT 18" PVC CUL VERT RETAINING WALL (BY SEPARATE PERMIT) 3" SIDEWALK UNOERORAIN LEGEND DWG.NO. G-1 G-2 OET A G-7 OET F DET. F 0-2; OET B 0-8; OET B 0-9 0-63 OET B & C 0-27 SYMBOL QUANTITY 4,227 LF 1,915 LF 1,512 LF 16,600 SF I I I I [CT] 8 EA ' "--LI 6 EA 64,115 SF 49,325 SF 5J EA IWill 14 EA @] 2 EA __ ll __ 3 EA ----- ~ 25 EA --550 LF -- --1,760 LF 275 LF 774 LF 3730 SF 60 LF CUT SLOPE FILL SLOPE V/11 CUT SLOPE V FILL SLOPE LIM/ TS OF GRADING LIMITS OF EXISTING AC PAVEMEN T 1.5' A. C. PVM'T • WHERE OCCURS, "' ..: SEE PLANS J' " C:I I • 1.5' _l • 7" t BASE MA T'L. PER ADJACENT SECTION; 6" MIN. CONCRETE GUTTER @A NO SCALE FOR ADD!nONAL DETAILS, SEE STD. OWG. NO G-13. Consultants, Inc. Civil Engineering • Environmenta l 2442 Second Avenue San Diego, CA 92101 (619)232-9200 (619)232-9210 Fox P: \Acod\04-52JCartsbadCorp\flNAL...ENGINEER!NG\GRAOING\GROG_02.dwg 6/9/2005 4: J8; 29 PM POT -II //L II- UL INSTALL KriStar ENTERPRISES, INC. "FOSSIL FIL TER • PER MFR. RECOM- MENOA T/ONS. FILTER MATERIAL SHALL BE INSPECTED PRIOR TO AND JUST -~ AFTER THE RAINY SEASON. FILTER O 4 SIDES OF GRATE , • • . ' rtPE 71' CURB INLET rtPE 'G' CATCH BASIN INLET FIL TER NO SCALE PRECAST CATCH BASIN SIMILAR ® ' H.O.P.E. STORM DRAIN OUT ' l -· ADDITIONAL NOTES AND DETAILS ' EL C~MINO REAL .I-<' .- • SCALE: 1"= 100' I I 100 200 300 SHEET LEGEND NO . DESCRIPTION 1 TITLE SHEET 2 NOTES AND DETAILS 3-5 GRADING PLANS 6-7 EROSION CONTROL PLANS 24"x24" JENSEN PRECAST CONC. CATCH BASIN W/ TRAFFIC FRAME ANO GRATE (OR EOUA L) 6" THICK PRECAST OR POURED CONCRETE FL OOR 6" T°TPE 'G' CURB & GUTTER PER STD. owe. NO. G-2 1.5' • 6" CURB PER STD. DWG. NO. G-1 6" MODIFIED CURB PER STD OWG NO G-1 PAVEMENT SECTION 12" TYP DRAINAGE 6" CURB 1/4"x1/4" GROOVES SPACED 3/4" APART (T°TP.) ----..c. 1/4"x1/4" GROOVES SPACED J/4" APART (T-,P.) 1/4"x1/4" GROOVES SPACED J/4" APART (TYP.) 6" CURB 6" CURB PEDESTRIAN RAMPS ® NO SCALE 3• 3/4" MAX CRUSHED ROCK TO BOTTOM OF CURB-WRAP CRUSHED ROCK W/MIRAF/ 140 OR EQUIVALENT FILTER FABRIC 3" PERF PVC SUBORAIN CONNECT TO STORM DRAIN 3'1_ DRAINAGE 3/4" MAX CRUSHED ROCK TO BOTTOM OF CURB-WRAP CRUSHED ROCK W/MIRAFI 140 OR EQUIVALENT FILTER FABRIC ______ _., 3" PERF PVC SUBORAIN CONNECT TO STORM DRAIN EXTENDED CURB ct SUBRAIN ® NO SCME NOTE: EXTENDED CURB AND SUBORAIN TO BE CONSTRUCTED WHERE LANDSCAPED AREAS DRAIN TOWARD CURBS WIT.H NO ADJACENT SIDEWALK . 6" MODIFIED CURB & GUTTER PER STD OWG NO G-2 PAVEMENT SECTION '----BASE L '----'""-L..- 12· TYP PRECAST CATCH BASIN© NO SCALE CURB OPENING ® NO SCALE ENGINEER OF WORK ~ CITY OF CARLSBAD I SHE8ETS I 1-----1------l-----------------+--+---t---+----1 ~ ENGINEERING DEPARTMENT l---.l---1-----------------+---t---+---+----1 GRADING PLANS FOR: "fi1UIL T" PARCEL C, P.M. N0.18416 ~ CARL'3BAD CORPORATE CENTER ~ ~ e/24/4,1 1----.l---l-----------------+--+---t---+----1 ~A'a'PP;;;R;;;O;;;VEeao=, c;;,,c;;o;;;YO;=;;B_=iH'ii'u"sioss"',97.:r ;==========~ RCF156Z. 9 EXP. bj30jt>f!i DA TE REVIEWED BY: INS~ (dfrl/P} DATE DATE INITIAL ENGINEER OF WORK DA TE INITlAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL ClTY APPROVAL ENGIN OWN BY: CHKD BY: --W--- RVWD BY:~ ~-~~==~le~ EXPIRES 12 31 05 !YA TE PROJECT NO. SOP 97-08(8) DRA'MNG NO. 423-6A 100907 111405 0 :E Ci) N o.1::i,. ;"-> c,., I c,.. )> 7-,- I 311.67 TC 311.91 B TC I v, ._i ·,:_IS_TING_FH l---11f--- <t Q s w w ) Consultants, Inc. 312.04 TC w 0 ) ' - 311.62 TC w 34 ~ O 0 +o Civil Engineering, Environmental 2442 Second Avenue San Diego, CA 921 01 (619)232-9200 (619)232-9210 Fa, 309.0 70.36'~6" PVC S.D. AT 0.5% 03.34 IE 6" SWR. 310.9 TG ~ --- SCALE: ~~I 0 10 20 P:\Acad\04-523CorlsbodCorp\FINAL_ENGINEERING\GRAOING\GRDG_03.dwg 6/9/2005 4:40:24 PM PDT F 341+00 CONSTRUCDON NOTES: (D 3• UNDERDRAIN SEE LANDSCAPE DRAWINGS FOR DETAILS. 1 "; 20' 1---~1 40 60 SEE SHEET 1 fj F orESS1 ~-Rose: ,p V'J ~ s C:, CD N0.48529 ~ ~ EXP. 6/J0/06 [; 310.7 TG 308.66 FL 6"0UT 30 .83 FL 4' I 4" POC RD JO .0 FL T 310.07 FL 4• POC RD 309.0 FL s K\ )\ w ~0+00 ) ENGINEER OF WORK 48529 EXPIRES ON 6/30/06 4 506. 14 FL 6" S.D. 304.54 IE 6" SWR 305.99 FL 45' BENO 6" SD T S -/J=OB' 31 '52~ R=265.00' :<'1\ . L=3946'-~ ) w w 0 II s ----,-S IP't~2--2 1 I I lf--<:2~~ 1 05.67 FL 6" ~ 309.50 TC 306.03 FL 6" S.D.~ 303.02 IE 6" SWR. "----o I 315 LANDS EASEMEl{f PE!K MAP 13958 J \ 45.83'~4" PVC S.D. AT 3.97% 308.9 TG 305.21 FL 6"0UT 305.38 FL 4 • IN '~ 310. l. . ' .4" POC RD 307.20 FL -- 08.9 TG 312.12 p S--~-· s Y)D "~~--W w 1:<'J w ==-W -+----,,-~-'---==='")7 ----=~WII__ ---+-c-il-----==l!...==-j- J\~- w t w SEE DETAIL 'D' SHEET 2 FOR ADDITIONAL DETAIL -=-.... FOR CURB OPENING (TYP.) 4" POC RD '-307.20 FL I • 04.10 FL 6 S.D. 4• POC RD ' 307.20 FL =--311.06 -,--// S +----S TC __ ,-- 44.84 311=!:38 s 3+36.80 59.00'RT EL CAMINO REAL BEGIN PED. PATH I\ .. s 315.8± FS MATCH EXIST. ----W ----W ~~-W----J W-::===11= ~\ CAM IN 0 ) EL REAL )\~ + + -----=--------:--~ 1 __ F 8 <ci " 1 · ~ \_MODULAH----- RETAINING WALL PER SEPARATE . PERMIT s- ~ w )\VJ· W- + 6+C .. GAS------=-= f,As<ss-=== GAS --GA~-=c-t,GA,C.SS----GAS --Gt.'AS~=-xis==-G~ )\ GAS GAS GAS --GAA"!s;-=-=,~GAS -~-j-GAS -=au;GAS'S,---GAi,--G.~_+_ GAS~ ~:o \ ~-~-______-:-~. .eAfs OAT[ ;)&j3UILT" @u~ e/r'1/4z RCE</8529 EXP.b/30/0B DATE 10/,1/,7 INSPEC DATE 0 - -- ~ CITY OF CARLSBAD I SHE~TS I l----+--+---------------1r--t--r-,-~ ~ ENGINEERING DEPARTMENT 1----+--+----------------ii-----i---,-,---, GRADING PLANS FDR: D TE INITIAL DA TE INITI AL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PARCEL C, P.M. N0.18416 CARL'lBAD CORPORATE CENTER APPROVED: LLOYD 8. HUB856'Y ~ EIJr/e5 PE 889 EXPIRES 12 31 05 D TE OWN BY: CHKD BY: --g-:- RVWD BY: ~ PROJECT NO. SOP 97-08(B) DRAWING NO. 423-6A 100907 111405 0 =E (i) I JQIN ,EX! T. Af p MT.' L / Consultants, Inc. 313.06 TC Civil Engineering -Environmental 2442 Second Avenue Son Diego, CA 92101 (619)232-9200 (619)232-9210 Fax P:\Acod\04-523CarlsbadCorp\FINALENGINEERING\GRADING\GRDG~04.dwg CONSTRUCTION NOTES: (D 3" CORE DRILL SEE LANDSCAPE DRAWINGS FOR DETAILS. 7/1/2005 3:34:18 PM PDT EXISTING BUILDING ___,,_ EXISTING MODULAR WALL 3 9.4 305.5:/., 305.1 2.5% 311 .43 TC SCALE: 1 "= 20' ~-1 I 0 10 20 40 60 CJ 00 (j 311.00 c- N0.48529 XP. 6/30/0 1'1"¥" ,:J ~o<:J / ( DEMO AND REMO" \ / c}<:J S'f\j ,.,t i~- - EXIST. CHAIN- LINK FENCE EXIST. GRADE ::e~ PROPOSED IMPROVEMENTS I I IMPROVEMENTS I !~EXIST. CONCRETE r MODULAR RETAINING ~--'--"'u WALL L=] EXTENDED CURB PER DET E, SHT. 2 SECTION 'A' -'A ' ND SCALE M()DULAR RETAINING WALL >-;.4-/-~.::_,,. ""l!e.""¥~~'-.: £MOVE EXISTJNG B ~ -MATCH PAVING- f.ER SEPARATE f:ERMIT _-- :(~ID PLAN NO. CB 044113) '\ "' BL DG. 'D' FF=311.5 FP=310.7 SEE ------- ENGINEER OF WORK EA. RO R.C.£ 48529 'ES ON 6/30/06 4" POC RD 309 .0 FL 20' UTILITY EASEMENT PER DOC __ _ a ~ ~ ' ! . .. . . .• . . f----1---+-------------l--........___J. _ ____j_____J fsHrr1l CITY OF CARLSBAD I SHE8ETS I ~ ENGINEERING DEPARTMENT ~----------------f----t---i-------------------+--+---+--+----1 GRADING PLANS FOR: e/4fa.s DATE ~ ,, ~UILT" PARCEL C, P.M. N0.18416 V 1----+--f---------------+----+---+---+-----" CARIBBAD CORPORATE CENTER C/4 11(o7 ~=============! / APPROVED: LLOYD 8. HUBBS ,;J r' RCF 48529 EXP. 6,3/l/l,l(, DATE / EXPIRES 12 31 05 &lits. c5' D TE INITIAL DATE INITIAL INSPECTOR ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DAT[ INITIAL CITY APPROVAL DWN BY: CHKD BY:--g-- RVWD BY:~ PROJECT NO. SOP 97-08(B) DRAWING NO. 423-6A I 100907 111405 I / I ~=rcd~~NW r---c,==-ilfGA~ I ~ I . I . "'ss------,1,lh""-- -TYPE 'G' JNL \ ~-·. :,... ! s :,. ii' ~ tj ~ Cl-~ ~ ~! 0.. • V) <>: c:, B-e ~-~ lJ.j __, V) E 0 + Civil Engineering , Environmental 2442 Second Aven ue Sa n Diego, CA 92101 (619)232-9200 (6 19)232-9210 Fax Con su ltants, Inc. / / .. AT 40,2!;. ~ .,JI 308.78~ y :c SCALE: 1 "= 20' I 20 40 /+ "POC RD 07.2 FL t ~ 6D 0 0 cD cD -z ,,---41.92'~4" P,VC '"-''.T I S.D. AT 3.07. 4" POC RO 07.2 FL N0.48529 XP. 6/30/0 ""~ '-C:) \'---:_ exs '3~ \)') "-1 ~ x [~ ~"~ ~~ ·11· 03• It. 69@ -----=:..---~---t-w ------,--- 0" WTR. I'-.__ -u ~ 4.. ~ ~ ---------~"----u -4.. ---- 'I-~ EXISTING S.D.G.&[. VAULT ~ ADJUST TO GRADE ~ E TING 30' Wit¥: -:a:-ER DOC 6556 1 0. DATED I ~-x X ---- ---- Fl 6" OUT 305.87 FL 6"_ IN- 305.87 FL 4 • IN---- 6" P _C RO 308.3 FL . t==~~~~~j~=~i=~~ _ S a5 o • ~'..---J_~ .J7.o "' HP 30 8 TG 9.5 ', 7----;s__,____ :>;_ ~ 303.16 n 6" OUT TC ',,,___ ___ -zI_:c=-l~t~=-==;-#'~~ ""-30£33 FL 6" IW.....,_:c- )(~70.., ....... ' -'¾-,. f '°h ' i-~/1 V '-"'- ' ~'fp, ----- tfjtD FOO IN 11 BLDG. F' FF=31 0 .8 FP=310.0 "'-. 0 ~6'~ ,.,__- ...... ~~"' ..0 309. , · ·53 22'~6" PVC "' '" S.O. ~ 0.57. , :89 FL 6" 310.5 ; TC TG -,. < '. 306. 00 [L 6~'. 1 '-306. 17 FL 6 ' 43'~6" PVC 3 10.1 -"~G -4" POC R 4 FL 6" S.O. 4 • POC ~g1:,;.!L I[ 6 S ~~~fj3~08t,t3 ~FLL ~~~~~ 7'~6 PVC [J /\.D. AT ,.5. = = ~7. S.O. 309.8 TG 307.34 FL 6 PUT 307.51 FL 4" IN 0 0 -ct" cD -z oc ---- 309.74 TC c--- c--- c--- c--- . Ar' 0~ '~ " PVC \", .92 \ 'I--------- --= ----45.83'~4" PVC _5.0. AT 3.977. ----"-1 ----~ ------ c--- c--- c--- c--- BLDG. 'E' FF=309.7 FP=308.9 _1 ><,/ -I <:"I -I -I =1 -1 <I -; -; > _I s:, -I u ~ (. _-1// V. I -I --I I I I I I / TG FL ED I .4 F LANDSr;A s M[NT PtR ':, h... 1J58 (// ~ l- /r. / /i -~ c., !N-hAe .LL 1 5 /??-V j:-~----1:;z.__ -_.---, .'/ RClilTE, U PLAN'!) I // «., / ~ SEE SHEET 4 ENGINEER OF WORK R.C.E. 48529 e/ifs DATE 1----1-____jf-----------+-+-r-r~ I sHE5ET I CITY OF CARLSBAD I sHE~Ts I ~=:::::..:::=::'E::N:=G:::IN~E=ER:::l:::NG:::::::D:::E:::PA::R:::J::M:::EN=T======i l---1---1----------------1---t---i---1 -1 GRADING PLANS FOR: r----------::-,, ----; PARCEL C, P.M. N0.18416 BU IL T CARLSBAD CORPORATE CENTER e/!#1 l---1---l----------------i---t--r-,--.~A~PP~R~av~E~D~L7Lo~w~s~.~Hu~s~ss~6===:=:,...-;;========== EXP {:/30jO P, DATE l---1---1-----------------ii--,-,---r--7 b~~~:"¥.~~~~~EX~Pl'l\lR~E~S11~2 Ti3'f';1 'OSQ5 Do/r{:z,l-2 ) ~R~EV~IEW~E]D~BY~:~---....:_---~~-1'ill,r@,zj=:;::::;=~~~::ei1Ji'g_=========+;;::t;;~;;t;;;ci DWN BY: PROJECT NO. DRAWING NO. I ,, /JJ / / DATE INITIAL DATE INITIAL OATE INITIAL CHKD BY:~ SOP 97-08(8) 423-6A r.:1/_.J&; t ,{"t 1'7 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:~ DAJE > ENGINEER OF WORK I SPtC R 10 090 7 111405 0, 0 - C :E (i) EROSION CONTROL NOTES 1. IN CASE: EMERGENCY WORK IS REQUIRED, CONTACT BOB SUMMERS (H.G. FENTON COMPANY) AT (619) 400-0120. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING TH£ RAINY SEASON. ALL NECE:SSARY MATERIALS SHALL BE STOCKPILED ON SIT£ AT CON\1£NIENT LOCATIONS TO FACIL/TA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOV£D OR MODIFIED WITHOUT THE APPROVAL OF TH£ ENGINEERING IN SPEC TOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEE:R AFTER EACH RUN-OFF PRODUCING RAINFALL. S. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH£ CITY ENGINEER DUE TO UNCOMPLE:TED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. B. THE: CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREV£NT PUBLIC TRESPASS ONTO AR£AS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURE:$ PROVIDED PER THE APPROV£D GRADING PLAN SHALL BF: INCORPORATED HEREON. 8. GRADE:D AREAS AROUND THF: PROJE:CT PE:RIMETE:R MUST DRAIN AWAY FROM THF: FACF: OF SLOPF: AT THE CONCLUSION OF F:ACH WORKING DAY. 9. ALL REMOVABLF: PROTECTIVE DF:VICES SHOWN SHALL BF: IN PLACE AT THF: END OF £ACH WORKING DAY WH£N TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEE:DS FORTY PERCENT (40%). SILT AND OTHE:R DEBRIS SHALL BE REMOV£D AFTER EACH RAINFALL. 10. ALL GRAV£L BAGS SHALL BF: BURLAP TYP£ WITH 3/4 INCH MINIMUM AGGR£GRATE. 11, SHOULD GERMINATION OF HYDROSE£DED SLOPES FAIL TO PROVID£ £FF£CTIVE COV£RAG£ OF GRADED SLOP£S (90% COV£RAGE) PRIOR TO NOVEMB£R 15, TH£ SLOPES SHALL Bf STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION JS.023 OF Tl-I£ EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl-IF: D£PARTMENT OF CONS£RVA TION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANF.:NT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS R£QU/RED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THF: FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOP£S THAT ARE GRADED B: 1 (HORIZONTAL TO \/£RT/CAL) OR STEEPER WHEN T/-1£Y AR£: a. THREE: FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPE$ 4 FF.:ET OR MORE IN H£/GHT. 2. AREAS GRADED FLATTER T/-IAN 6: I WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROV£MENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY TH£ PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO T/-1£ PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY Tl-IE CITY ENGINEER THAT WARRAN TS IMMEDIA T£ TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE: WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARF: GRADED 5: 1 OR STEEPER AND THAT ARE: a. THR££ TO EIGHT FEET IN HEIGHT SHALL BF.: /RR/GA TED BY HAND WAT£R/NG FROM QUICK COUPLERS/HOS£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COV£RAGE:. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE: WATERED BY A CONVE:NTION- AL SYST£M OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COV£RAGE:. 2. ARE:AS SLOPED LESS THAN 5: I SHALL BE /RR/GA TED AS APPROV£D BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDF: IRRIGATION TO THF: CITY ENGINEER. THE PROPOSAL SHALL BE: SPECIFIC REGARDING Tl-IE: NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE: PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN Tl-IE: MOISTURE: LE:VEL OF THE: SOIL AT THE: OPTIMUM LE:V£L FOR THE: GROWTH OF THE: HYDROSEEDEO GROW1H. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF Tl-IE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO L£SS THAN: a. 20 lbs. PER ACRE OF ROSE: CLOV£R b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRI!: OF F: SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE: OF ACHILL£A MILLEFOLIA e. J I~. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. t 2 lb. PER ACRE: OF DIMORPHOLECA g. /TE S c,d,e, AND f OF THIS SUBSECTION MAY BE: OMITTED ON LOCATIONS WHERE TH£ AREA BEING HYOROSEEDED IS NOT VISIBLE: FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED Wl1H A NITROGEN FIXING BACTERIA AND APPLIED DRY EIT/-IER BY DRILLING OR BROADCAST/NG BEFORE: HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENE:D CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE: CERTIFICATION TAG A TTACHE:D TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO Tl-IE HYDROSEED SLURRY AT THE DISCRETION OF Tl-IE: CONTRACTOR. 2. TYPE: I MULCH APPLIED AT Tl-IE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 5 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE: ANCHORED TO THE: SLOPE: BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE: STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHA T£ SULFA T£, 15-20-0, 'MTH 15% SULPHUR APPLIED AT THE: RA TE OF 500 lbs. PER ACRE:. CONSTRUCTION SITE ENTRAJ¢& SHALL BE PER CALJFORN/A STORMWA TER BMP HANDBOOK STANDARD TC-1 MODIFIED AS FOLLOWS: -@ METAL SHAKER PLA TfS WILL BE: REQUIRED AT ALL LOCATIONS UNLESS SPECIF/CALLY WAIVED BY THE ENGINEERING INSPECTOR DUE TO SIIE CONSTRAINTS. -@ THE ROCK SIZE SHALL BE 2• MINUS. -@ A FENCE:, BARRICADE: OR OTHER DEVICE: APPROVED BY THE: ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. STABILIZED CONSTRUCTION ENTRANCE ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE FLOW ----I► EMBEDDING DETAIL 4• VERTICAL FACE: WIRE OR NYLON BOUND BALES PLACE:D ON THE CONTOUR 2 RE:-BARS,STEEL PICKETS,OR 2"X 2" STAKES 1 1/2' TO :l' IN GROUND ANCHORING DETAIL "' DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE I. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE: LINE OF POSTS. J, ATTACH THE: FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. ~ / 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. Fl E'TT1=ITT '"""-')- "'"'m;.... SILT FENCE D. AREAS TO BF: HYDROSEEDED SHALL BE: PREPARED PRIOR TO HYDROSEEDING BY: Consultants, Inc. Clvll Engineering• Environmental 2442 Socond Avenue San Diego, CA 921 D1 (619)232-9200 (619)232-9210 Fcx P:\Acod\04-52JCarlsbodCarp\FINAL£NG/NE£RING\GRADING\GRDG_06.dwg 6/9/2005 4,50:01 P/.1 POT E:. I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 5: I OR FLATTER Tl-IA T ARE SUFFICIEN1L Y FRIABLE:. c. RIPPING AR£AS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING Tl-IE SOILS SO THAT IT 15 SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA WRA TED SEEO BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, L£ACH/NG OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEE:DED ARE:AS SHALL BE MAINTAINED TO PROVIDE: A VIGOROUS GROWTH UNTIL THE PROJE:CT IS PERMANENTLY LANDSCAPE:D OR, FOR AREAS WHERE HYDROSEEDING ISTHE PERMANENT LANDSCAPING, UNTIL THE: PROJECT 15 COMPLE:TE:D AND ALL BONDS RELEASED. GRA \/EL FILTER . . I RUNOFF WATER WITH I -I S[D/MENT -.:ffic...;ffi:,_m-rn1 ml TfL . .:ffi SEDIMENT WIRE SCREEN FILTERED WATER DROP INLET ~ ~ WITH GRATE I>, I • --CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE STRAW BALES STAKED WITH TWO STAKES PER BAL[ COMP AC TED SOIL TO PREVENT PIPING END AND SIDE: OVERLAP AT CORNERS 2X5 STRUT($) REQUIRED WHEN NOTED ON PLANS STAKED STRAW BALE 2X6 STRUT(S) II Ill HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP BETW£EN BAGS ACTS AS SPILLWAY 3 FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS C 18" I " LOG CHECK DAM A POINTS A SHOULD Bf HIGHER THAN POINT 8 HAY BALE CHECK DAM 5 IN (15 CM) r 24 IN (61 CM) i COARSE AGGREGRA TE now ~'" )" c.J 0 ~ (B) L=DISTANCE SUCH THAT POINTS A AND 13 ARE OF [QUAL £LEVA TION illJ\nluQw·• L .13 ~ i 11&filkriim!!!rri&; d*i/i- m = 1 ;;:;IlliM!!m@m!s -'""' FILL SLOPE GRAVEL CHECK DAM 9 IN. MIN. 2 FT EARTHEN RIDGE: UNLINED SWALE & BERM ,'~ I~ ~ "" Ros ENGINEER OF WORK {;J' ~1'~~ Kdtk '-' C:;j " "' Q::' -c, CD N0.48529 z ~ ~ EXP. 6/30/06 I;} ~ ,l ~ _C,V\I.. ~* llmJCt A~ ROBERTSON ({-(le" CA\..I~ R. C.£. 48529 EXPIRES ON 6/J0/06 .. (,,!{11C7 /1\ .a5_,.,_, ,,, r DATE INITIAL DATE LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP CONSTRUCTION PRIORITY: WDID NO. 9371018750 2,950 SF 1,650 LF ----- 650 LF 0 0 ==>==>==> 0 EA 52 52 -//-//- 0 LF 0 SF VI VI VI VI 0 LF caxx:xxbuu 0 LF -►•1----►I 70 LF 0 SF (WGH) ;;,s LIL TH V§J?: ~-14-e-; ~ RC~'{:elJi!A EXP 6/30/0P, DATE 1 14 ~ ,_f.t.lt?7 INSPET~ DATE ,- I SH~ET I CITY OF CARLSBAD I SHE~TS I ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: PARCEL C, P.M. N0.18416 CARI.SBAD CORPORATE CENTER APPROVED: LLOYD 8. HUBBS ,;,.- ~ JO --.,,r-4 ~ ,_ • l f _;J.¥oj CITY ENGINEE....., PE 23iji EXPIRES 12/31/05 D TE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. ENGINEER Of WORK REVISION DESCRIPTION 011,ER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: SOP 97-08(8) '4-23-6A ) ) . . 111405 ·-IR-E:-c Consultonts, Inc. C) £»51/NC [Jll/U,IN(; I/ ,t . ,...._ /I ' '-tt----1 l===a">/11· I / +--< },,s ~ ~---1.4.',-lfl: 1 1 VI ,14,~ -- .-..--,Q 7 I :; ;, i t st /I L£t:::::::! 11-ic,'I-', -.a, I I . =======- +c.--¥--c,~'i'~ .. s s Civil Engineering• Environmental 2442 Second Avenue Son Diego, CA 92101 (619)232-9200 (619)232-921 O Fox I I • -. - SCALE: ~ I 0 20 40 80 P:\Acad\04-523Carlsi,adCorp\FINALENGINEERING\GRADING\GRDG_07.dwg 7/1/2005 3:48:14 PM PDT 120 4• POC RD IX/Sf/tr; 8(11!./J/lf/G PM NO. FF=311.5 FP=310.8 PAR. i B 4 1 /3 C ---.... Jll.f.l" ---- ~-'-..::::-;,rh" -=::-~= '!>_3,5 FF=312.4 FP=311.7 ·o ,. roe BP Jt,9,0 FL zo· VI//JfY ~CIJCNT -m""' -- JD9.l'I fl ') .,.. r,., 6 i-------n "-t-i ;~'~ / ------- ~ [ii(// < ENC/NEER OF WORK R.CE. 48529 EXPIRES ON 6/30/06 e/~5 DATE +y s q l+f_·---~Sa.L.,-=~'-.dc* s-s 1 .. -~·==# "•-~~cif·==±f _+ __ " ~ s • 1 \5·'' "J + 0. o ... , ;W~ILT" {i:-;1 J e/r6z RCF f!J5t,~ EXP '1/JOf 0£3 DATE R~-1?$ INSPEC td,,/ez DATE IWJ4.IO, DATE o, ✓ INITIAL ENGINEER OF WORK -- ) + o I ,.pi, 9.i~ ~ 'l,q ~~ ~J \, • • s-s s • ---'!_ ~ 1 ~ ~--"J' • • /1\ A --. -11.LJ II -, REVISION DESCRIPTION + \ a'· 'J w 'f' I/ -io'' + s ' •-· --- Wall QH[ s- -' -co,- M,---M---M---,---M---M-·•--- I SH~ET I CITY OF CARLSBAD I SHE~TS I ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: PARCEL C, P.M. N0.18416 CARLSBAD CORPORATE CENTER APPROVED: LLOYD B. HUBBS ,J y ~-~ -~""!° t--e--:: . •.,/ ~/..tJ/4>:S' CITY ENGINEE PE 2• EXPIRES 12/31105 ATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ OTHER APPROVAL CITY APPROVAL RVWD BY: ? SOP 97-08{8) 423-6A I - ' ' ' 111405 "-J 0 -()() / ) Consultants, Inc. / 6 7 ========®================ n ,.+---.:...'· 3. 59' 12. V) V) 1----3.0 96.57 ' 'li\ 'li\ II 1Yo II II II fl II V-----W-----W---~-w++f:.:;::,.., __ II D II II ,111/ ----- --========== == ====i !Ali----- II II 1\118 --H---- II V) V) 6.00'-N38'11 '53'W 242.38' 143.27' 4 ----1-----+ ---- "' "' "' ,, 0:, "' -c:, -;c II 41 -1---- • • ---1 \ l--+-15/. 0 H---1,rlln I I 9 • NII/ -----MIi MIi -----MIi -----'111/ // "",.. ,0 L =39 46 ' R=265. 00' D=B'JI '52• MIi ·c, 9 ~ ' ' • • • • • 4 .50° 1 ½ If ,., 24,00' 18.00' \----,48.50' ' - ~ 8.50 5 .5 ----1-----+ Ml/ Ml/ ' ' Ml/ w ' ' 82-5' l--1-t-PI 00 -1---- Ml! 3 Ml/ --GAS --GAS --GAS --GAS -tt--GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --GAS --G1 S II -°"' M M M M M M M M M M M M M M M M M M I II I - -- ------ ------ --J- ENGINEER OF WORK ,,1soF ESS / a::½ U BUI LT" (; ~-Ros , ,$' c,""-' <"1> <; ti J U) ~ 0 OJ N0.48529 ~ Z ~ ~ e/1efo2 Civil Engineering • Environmental \,I_ EXP. 6/30/06 § gAf>. l -;('; l RCF 1f,5Z.t'j EXP k/3oj08 DATE "'J'I ~ 2442 Second Avenue ~ CIVIi-f<.* \&YCt A. ROBti?f'SON R. C.£. 48529 DATt ' Son Diego, CA 92101 If~ CAl-l'O JI I 01-II\ I\ P..IJ /IJ (619)232-9200 (619)232-9210 Fox SCALE: 1"= 40' tXP/RtS ON 6/30/06 OATE INITIAL ,_1_1 T 5 w .. "i ,,; ,,; Ml/ GAS GAS M M - - ~;z~ t,/4 L/,2 ~ I I I REVISION DESCRIPTION • ENGINEER OF WORK DATE :, I SPECTOR 0 20 40 80 120 T T T 5 5 w w 33 Ml! /,Iii GAS GAS GAS M M - - DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL - w --------- T- 5 -- 1~1/ - GAS- M- • LEGEND IND/CA TES ECONOMY S/Z[D PARKING STALL (7.5'X 15') IND/CA TES STD. SIZED PARKING STALL (8.5 'X1 8') IND/CA TES HNDCAP. VAN ACC[SSIBL[ PARKING STALL (9'X18', 8'X18') B I SH ~ET I CITY OF CARLSBAD I SHE~TS I ENGINEERING DEPARTMENT HORIZONTAL CONTROL / STRlPING PLANS FOR: PARCEL C, P.M. N0.18416 CARLSBAD CORPORATE CENTER APPR OVED: LLOYD 8. HUBBS dY . .A ✓ ~hv, -. "" e/;~L'° f CITY ENGINEE PE 2~ EXPIRES 12/31 /05 DATE ' DWN BY: PROJECT NO. DRA'MNG NO. CHKD BY:~ SOP 97-08(B) 423-6A RVWD BY: 100907 111405 00 0 -00