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HomeMy WebLinkAboutDWG 449-5A; PD 07-01; CALLAWAY GOLF PARKING STRUCTURE; 01-05GRADING 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 WA/YE 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 ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT REL/EYE THE DEi-ELOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPT/.. Y SUBMITTED TO THE Cl TY ENGINEER FOR AP PRO VAL. 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 TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAYE A RATING OF 'A-" OR BETTER AND A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 30I.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A 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 BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WlTHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND THE Tl TI..E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE 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 WfTH/N TWO WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE 1-ERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTI..INED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER 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 8£ CONSTRUCTED IN ACCORDANCE WfTH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS v.1LL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRFQONSIBI/CTION M[[TING SHAii BF HF/ D AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHAii Bf ATTENDED BY All REPRFSENTATl\/fS RESPONSIBLE FOR CONSTRUCTION, INSPECTION. SUPERVISION, TESTING AND ALL OTHER ASl'ECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSmUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FI\-E(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR f\1LL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT .WLL BE PROVIDED BY THE PROJECT INSPECTOR 15. Al L INSPECTION REOUESTS OTHER THAN fOR PRFCONSTRUCTIQN M[[TING WIU BE MADE BY CAI/ING THE ENGIN[[RING 24 HO/JR INSPECTION REQIIEST I/NE AT (760) 438-3891. INSl'ECTION RWUEST 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 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 THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWlNG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER 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 FI\-E FEET (5') OR MORE IN DEPTH AND APPRO\-ED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SY.STEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITI..E 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPAREO BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WfTH/N ANY WORK AREA DURING CONSTRUCTION, OPERATIONS v.1LL CEASE IMMED/A TEL Y. AND THE PERMITTEE v.1LL NOTIFY THE CITY ENGINEER. OPERATIONS WlLL NOT RESTART UNTIL THE PERM/TT££ HAS RECE/1-ED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARIVRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSmUCTION 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 THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF Cl'O'. HOLIDA Y.S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) , • • 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DA Y.S PRIOR TO BEGINNING Of' 22. IMPORT MATERIAL SHALL 8£ OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUi ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY v.1THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY 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 SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS 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 OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE Cl TY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED v.1THIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE A"CCOMPLISHEO ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWfNG NO . .364-ZM , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS f\1TH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE .WTH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 75• PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED v.1TH J/4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED f\1THIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED .WTH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE .WLL BE PLUGGED v.1TH CONCRETE OR REMO\-ED AS APPRO\-ED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL YER/FY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENT/.. Y 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 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK v.1TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (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 OIEGUITO WATER DISTRICT (760)633-2650 'I..EUCAOIA WASTEWATER DISTRICT (760)75J-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLI\-ENHA/N WATER DISTRICT (760)75J-6466 "BUENA SAN/TA TION DISTRICT (760)726-IJ40 *AS APPROPRIATE 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 {15.16.120 A.Bf 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 INSPECTOR {15.16.120 A.1Df CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING 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. (3) Rf PORT FROM THE SOILS ENGINEER, Wfi/CH 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 RECOMMENDA T/ONS OUTI..INED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT v.1TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FDR THIS PROJECT IS ISSUED WITHiN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEOTECHNICAL INVEST/GA T/ON PROPOSED TWO-LEVEL PARKING GARAGE CALLAWAY GOLF HEADQUARTERS, PREPARED BY CHRISTAIN WHEELER ENGINEERING, DATED AUGUST 17, 2006, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL Bf DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WlNGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: FUSCO£ ENGINEERING ADDRESS: 6390 GREENWICH DRI\-E. SUIT[ 170 CITY, STA TE: SAN DIEGO CA 9212 TELEPHONE: 858 554-1500 BY: ERIC K. ARMSTRONG ' C (NAME OF EN /NEER) DATE: l6(to f fl] R.C.E. NO.:~J,._,6=0=BJ~------------ REGISTRA T/ON EXP/RATION DA TE: _0~6~-~3~0-~0~B~---- SOILS ENGINEER'S CERTIFICATE I EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ___ ___,D'-"A'-'Vl"'D'--'E='-R,,,Bc__ ___ AT 85B-967-0880 2. EQUIPMENT AND WORKERS FOR EMERr;;ENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WlTHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY Bf REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFDRESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE F/1-E (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE f\1TH J/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE CO\-ERAGE OF GRADED SLOPES (90% CO\-ERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WlTH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MOR[ IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET DR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOv.1NG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) f\1TH/N 60 DA Y.S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE f\1TH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SY.STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISIVRE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEOED GROWTH. C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. · SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL Y.SSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA T/ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL 8£ TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WfTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PR/N TED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG AGENTS MAY Bf ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. I, CHARLES H. CHRISTIAN, A REGISTERED GEO TECHNICAL ENGINEER OF THE STA TE 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS TYPE 6 MULCH (STRAW) MAY BE SUBSTIIVTED, ALL OR PART, FOR MECHANICS, HEREBY CERTIFY THAT A SAMPLING. AND STUDY OF THE SOIL HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF BETWEEN THE DATES OF JULY 5, 2006 AND AUGUST 17, 2006. TWO COPIES OF THE STRAW INTO THE SOIL. THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS a_££ ~n"c~ TED TO THE OFFICE M. THE C/TY6lN ER. _.;?' 3. FERTILiZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% ,...~~~ L ..J.-. ~ SULPHIJR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 78 PACIFIC OCEAN SITE CITY OF ENCINITAS PROPOS D TWO STORY PARKI G STRUCTURE / I I j KEY MAP SAN 100 0 400 600 ~~~~::::::::: I GRAPHIC SCALE IN FEET OWNER CALLAWAY GOLF COMPANY. A DELAWARE CORP. 2180 RUTHERFORD ROAD CARLSBAD, CA 9200B (760) 931-1771 REFERENCE DRAWINGS IMPROVEMENT PLANS DWG. 364-7 (CMWD 98-212) ONS/TE PAVING, DRAINAGE AND SEWER PLAN SHEET INDEX 1) TITLE SHEET 2) DEMOLITION PLAN J) GRADING PLAN/STORM DRAIN PLAN 4) HORIZONTAL CONTROL PLAN 5) EROSION CONTROL PLAN BENCH MARK DESCRIPTION: CENTERLINE WELL MONUMENT R/800 320+ 78/NT LOCATION: INTERSECTION OF PALOMAR AIRPORT ROAD AND EL CAMINO REAL ------------ RECORD FROM: COUNTY OF SAN DIEGO HORIZONTAL CONTROL BOOK ELEVATION: 282.780 DAIVM: U.S.C. & G.S. I WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, RCMEDIAL 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/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOf\1NG DOCUMENTS, CURRENT AT. THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY . ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS 4. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 5. SOILS REPORT AND RECOMMENDATIONS BY CH/RST/AN WHEELER ENGINEERING DA TED AUGUST 17, 2006 6. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. STORM WATER MAltlAGEMENT PLAN, BY FUSCOE ENGINEERING, SEPTEMBER 2007(Sw/ol'P 0'1-?>'l.) B. STORM WATER POLLUTION PREVENTION PLAN , BY FUSCO£ £NG/NEERING, SEPTEMBER 2007 LEGEND DESCRIPTION PROPERTY LINE EXISTING CONTOUR FINISH CONTOUR EXISTING ELEVATION TOP OF CURB ELEV. FINISHED SURFACE ELEV. DIRECTION OF FLOW 6" CONG. CURB & GUTTER DWG.NO. G-2 6" CONG. CURB G-1 FIRE HYDRANT W-12 MANUAL AIR RELEASE VALVE W-5 TREATMENT CONTOL BMP, COS PSWJ0_30 TYPE 'A' CLEANOUT (PVT) 0-9 TYPE 'B' CURB INLET (PVT) 0-2 ,- EXISTING CURB INLET EXISTING INLET EXISTING GRATE LIGHT POLE, PER ELECTRIAL PLAN PR/VA TE STORM DRAIN 18" RCP D-60 PR/VA TE STORM DRAIN 24" RCP 0-60 SYMBOL -------- ---276 ------- 410.5TC 410.5FS ~ -·• &-~ I [3 le] IP.J M 0---0 QUANTITY 1200 LF 1 1 1 2 1 80 LF 326 LF EXISTING STORM DRAIN === -~,=~ '=I==== EXISTING AC PAVfMENT TO BE DEMOLISHED EXISTING CONCRETE PAVEMENT TO BE DEMOLISHED AC/CL 2 AB PAVfMENT CONCRETE PAVEMENT VALLEY GUTTER GRASS LINED CHANNEL PEDESTRIAN RAMP DETAIL B ON SHEET 3 CURB & GUTTER TO BE REMOVfD ... p 61,530 SF 720 SF 2J250 SF 910 SF 320 SF 450 LF 2 EA ,I. INLET:; TO 6E: $T6NC.tLl:0 TO SA.ilSfAC.iioN oF (.IT'/' E.NC.\l-!6GR =--.,.: ... ,,, .J FUSCOE ENGi EER OF WORK: e.· /r1~·~ ERIC K. ARMSTR i------ R.C.E. 36083 EXP. 05/30/0B Jt(te/o? DA7E h .... - I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.55-4.1500 • fax 858.597.0335 www.fuscoe.com REQUIRED TIW.TMENT CONTROL BMP TABLB TYPI HYDRODYNAIIIC Sl!PWl'O■ DESCRIPTION CDS, PS1lll0_9G Ol'NERSBIP CAW-l\'AJ' SUSMP PROJECT PRIORITY ---~ID=G=H~-- IWNTENANCI AGREEMENT YD SHEET NO. I IWNTENANCI FREQUENCY .lll,f AND Al Cill-BD Of TDI IWIITINANCI il, PIIOVIDID . ~i Re~· -:,_ SIGNED: Ir -r....:... . ~~-AREAS TO BE HYDROSEEDED SHALL 8£ PREPARED PRIOR TO HYDROSEEDING BY: f G.f./P.f. NO.: GE215 • • .1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: ,· .GE21s •• "· TRACK WALKING SLOPES STEEPER THAN 6:, EARTHWORK QUANTITIES nMN~N DEPARTMENT APPROVAL 'k~~-g.c~::· 1l -~:c;~s-/:x~~1N(>.DATE: 'l/111/r,~ > b. 1ti~~f'f!NG AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTI..Y CUT: 11,00~CY c~ ~.,u DATE:// li!!ft.7 l.""1'~ """' · .,_c,, c. RIPPING AREAS THAT WlLL NOT BREAK UP USING ITEMS a OR b FILL: ----~ CY (BIGNiii) /' /V l). ,.,.. . OWNER'S CERTIFICATE :¾·.:· ABOVE. IMPORT: 0 CY DON NEU PLANNING DIRECTOR 0 ~ BUIL T 0 ~I-lfk6 J{'z.f(O'? RCf" '3Gci"} EXP,_iflo(to DATE I ( WE ) HEREBY CERTIFY T/-/AT A REGISTERED SOILS ENGINEER OR 2· ;.0"'0i~~ii;;NJHETJ?L~,JfrA~H/' T ~b,is Mt~~T_:f,ff rii:J~~p~G lip EXPORT: 11 000 CY ~r,,.U REVIEIJED BY GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL BUT NOT SAIVRATED SEED BED. ~ ~ DATF,.II /.J1/tJ'f 1 / GRADING ACTIVITY A, D A 1SE ON THE COMPACTION AND STABILITY OF b. THE·ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING REMEDIAL: ,3200 CY """O"""""ED (BYBI~-~;-,, £-1 J.r. '_,,.f!fCJ14c,6 .......... THIS SITE. l0.~ ,,,.., COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR """ ma.onu \ (Pllllff Nilll!) !~PECTDR '/' -1 GROWTH. ED SALINAS DATE £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE 1---+--+---------------+---il---+---+---i I SH1EET I CITY OF CARLSBAD I SHEETS I SOURCE OF TOPOGRAPHY THE PROJECT IS PERMANEN71. Y LANDSCAPED OR, FOR AREAS l'IHERE HYDROSEEDING IS THE ENGINEERING DEPARTMENT 5 TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS ::=:::::::~~===~~~~~~~~;=:::;::~~..=::==:; FIELD SUR\-EY METHODS FROM /NFORMA T/ON GATHERED ON RELEASED. GRADING AND EROSION CONTROL PLANS FOR: l1 AUGUST 2J, 2006. CALLAWAY HEADQUARTERS i TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP BASIS OF BEARINGS PARKING STRUCTURE t ACCURACY STANDARDS. TITLE SHEET u LEGAL DESCRIPTION BASED ON THE CENTER LINE OF RUTHERFORD ROAD ~ PARCEL 1: THAT PORTION OF LOTS 38 AND 40, AND OF LOT J9 OF CARLSBAD TRACT AS SHOWN ON MAP No. 11134 AS NORTH 70'43'57' WEST APPROVED: D~D -~11>1!1SER !' il NO. 81-10, UNIT NO. 2-A, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE , J... / L/ t(_I!> i' ,, OF CALIFORNIA. ACCORDING TO MAP THEREOF NO. 11134, FILED IN THE OFFICE OF THE CARLSBAD MUNICIPAL WATER DISTRICT l---t--h.--------------~t----t---J---t---1 DEPUTY CITY EGINEERE33081 EXPIRES 6/30/0B DATE ~ COUNTY RECORDER OF SAN DIEGO COUNTY, JANUARY 31, 1985. MORE PARTICULARLY, ~ /l' N ls.4...--l /2.. 1L07 CRHVWDKD BBYY:: -",·:"." PD07-01 449-5A -DOCUMENT NO 85-415646, RECORDED NOVEMBfR 5, 1985, IN THE CITY OF CARLSBAD --ENGINEER OF WORK REVISION DESCRIPTION OTHE" APPROVAL CITY APPROVAL .,, , PARCEL "B" AND PARCEL "c" OF ADJ 303 CE 403 PER CERT/FICA TE OF COMPLIANCE r\ ~ / I, DATE INl11AL DATE INl11AL DATE INl11AL DWN BY: --:,-=-:;r I PROJECT NO. I DRAWING NO. ~ COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. DAVID A. HAUSER DATE' " f '-----------------------------~A,:;,PN~2,:_12iii-~0~70~-j,i2i;,;5-~0~0~-------------------------•-------...1.-■:D;;,:;E;;_P,;;,U,;,,TY;■,;;;C;,;ITY,;,,,,;E;;;N;;;G;,;,;IN;;_E;;ER~-_;,R;_;.C;;-;;E--3;;;;3;;,;D;,;;8~1 ..,;;;EX,;;P.;,·,.;6-/1113m0/~0m. B•■---------------------------------E:n--Bll-------~-------.. ~ I j I ' I I a I I I I I I • I I \ \ • \ 2 \ I I I ., C \ I I I " I I \ C ~ I \ • I ' I I • I \ I I t-\ C <( \ I a • 0 , I re I I I I ~-+----=~ . '' -: -~ I 16 I = I C I \Ii I II 1 \ ~ l---r -\s~ \~I ~-~ J I u.. I 1\"1 . -~~:~ I I' i -I ~ ~ -I 1 1 \.\_ 1 19 ~ --~--\ ::> 20 I \ i re I I I • I I \ \ I \ __ --• • \ \ \ • \ \ f- • I I \ \ ~ ' I __ ,. I \ I I '~ Lv:-@=7120~-~:;z:::::::ii=~~__,lt=FF. ~-=fi=-· ~- @ EXISTING PAVEMENT TO REMAIN DEMOLITION NOTES: NO. DESCRIPTION EXISTING TRASH ENCLOSURE TO BE DEMOLISHED AND REMOV£D EXISTING AC PAV£M£NT TO BE REMOVED EXISTING CONCRETE SWALE TO BE REMOVED EXISTING CURB TO BE REMOVED EXISTING CURB AND GUTTER TO BE REMOVED EXISTING SIDEWALK TO BE REMOVED EXISTING STRIPING TO BE SANDBLASTED. SEE SHEET OJ FOR RESTRIPING. EXISTING WATER LINE AND APPURTENANCES TO BE REMOVED PER SEPARATE PLAN. SEE DWG 364-7 EXISTING WATER LATERAL TO 8E CUT AND REMOV£D PER SEPARATE PLAN. SEE DWG 364-7 EXISTING FIRE HYDRANT TO 8£ REMOV£D PER SEPARATE PLAN. SEE DWG 364-7 EXISTING STORM DRAIN PIPE TO BE REMOV£D EXISTING STORM DRAIN INLET TO BE REMOVED y I 19 ,-~ flo \ ~ 4 .---_,. ~i1e,, , \ ~ \- \ ~ \ \ \ I __.--►-- \ EXISTING BUILDING TO REMAIN EXISTING STORM DRAIN INLET TO BE MODIFIEO, 5££ CONSTRUCTION NOTE 7, SHEET 03. EXISTING WATER LINE TO REMAIN \:/ EXISTING FIRE HYDRANT TO 8£ CONNECTED TO NEW LATERAL PER SEPARATE PLAN. SEE DWG 364-7 EXISTING STORM DRAIN PIPE TO REMAIN EXISTING STORM DRAIN INLET TO REMAIN EXISTING STORM DRAIN GRATE TO REMAIN SAWCUT LINE EXISTING D-75 TYPE A (ROUND BOTTOM) CONCRETE DITCH TO 8E REMOV£D EXISTING CONCRETE PAVEMENT TO BE R£MOV£D EXISTING STORM DRAIN CLEANOUT TO REMAIN EXISTING WALL TO RE/iAIN EXISTING ELECTRICAL F QUIP MEN T TO REMAIN DATE INITIAL ENGINEER Of WORK /1\ 20 I 6 I REVISION DESCRIPTION \ \ DATE INITIAL O'JHER APPROVAL I I I I i 3' I ' ~ \ AC ~ 1.5' AC 3/8"~ J/8" VALLEY GUTTER DETAIL A NO SCALE • 6 Cl TRUNCATED DOMES GROOV£S NOTE: 2 _J ------- I SEE PLAN I FOR WIDTH ACCESSIBLE RAMPS TO CONFORM TO REQUIREMENTS OF TITLE 24 PEDESTRIAN RAMP DETAIL 8 I I I \ I \ ~I \ I NO SCALE f/7 ~-/>-RM~ ti ~ 0 i3 ~ ~ LU W r, * No. RCE 36083 ; EXP. 6-30-08 "'.,;. CM\ '#"' l!i OF C/>.lo<i'J I SH2ET I 2 =---"''II -1~~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel B5B.554.1500 ° fox B5B.597.0335 www.fuscoe.com ENGINEER OF WORK: ~fr~ /6(ro(o7 ERIC K. ARMSmoNG DATE R.C.E. 36083 EXP. 05/30/08 ~ ¾ BUILT' (, )(-z.f( o"} RCE}' 03°) EXP. C, {"J.i.lO DATE REVIEIJED BY, ;(:r~wid.. ... .f-t-01 IPECT□R DATE CITY OF CARLSBAD I SH5TS I ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: CALLAWAY HEAD~ARTERS PARKING STRUCT RE DEMOLITION PLAN APPROVED: DAVID(,! HjU~ /, 11.f!r O 7 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 D- DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: , CITY APPROVAL RVWO BY: . f/), PD07-01 449-5A ~ ' 0 < ~ ~ ~ V ~ 0 " :, " m "': ,o " N ~ 0 . ~ 0 I 0 " ., 0 _, ~ n ' N 0 0 ' " ~ 0 f,J z ~ a t "' " ,,. 01 a <p < 0 "' ~ ~ / < ,, 0 ,,. ,, • ~ N ," 0 ~ 7 ~ 0 . 5 . I I I ~ • I I \ I 2: 1 MAX. 2% MIN. / GRASS LINED CHANNEL RETAINING WALL PER ARCHITECTURAL PLANS PRIVATE NO. DELTA/BRG Ci) N79°28'40"E 2 N09°37'41"E 3 N26°26'0"E 4 N13°08'2B"E 5 N67°39'30"W 6 N67'39'30"W 7 N65°34' 14"W 8 N66'59'48"W I I I 270.20 .65 FL 269 (EXISTING CURB TO REMAIN) ------ Rf:TA!NING WALLS PER SE'PARATE PERMIT, SEE ARCHITECTURAL PLANS • 26g 5oTG IRfNcf!,oeAW. 1 268.50PAD , ~ -" "·· 271.34 TOP OF SWALE 2/(J:5~~~--<25 6 272.60FG -SW. 273.26 ~ ------------------ PROPOSED PARKING STRUCTURE SEE ARCHITECTURAL PLANS / 280. OOFS RIDGE 272.46 TOP OF FL) 2 (EXISITN TO PRNA TE SURFACE IMPROVEMENTS CONSTRUCTION NOTES: NO. DESCRIPTION 0 6" CURB, PER RSD G-1 0 6" CURB & GUTTER, PER RSD G-2, TYPE H 0 CONCRETE VALLEY GUTTER, SEE DETAIL A ON SHEET 2 © TRASH £NCLOSURE, PER ARCH/TfCTURAL DRAWING ® A.C. PAV£MENT, 3• A.C./7.5" CLASS 2 AGG. BASE {PARKING) ® A.G. PAVEMENT, 3" A.C./12.5" CLASS 2 AGG. BASE {MAIN DR/V[S) 2/'J. ITC •0 •'·•· ~--, ;:i'• "*-''ii'{~•:J,,;\i MATC '7' A.G. PAV£MENT, 3" A.C./18" CLASS 2 AGG. 7~'is:,f~#,~ +, , ••·· '.'£~#t~:%Jii'.j: EXIST! G '-J BASE (TRUCK ROUT£) ~';i:cl~.,m,,~':':-~~IN~.~:1•~;11:,;:;ii{\f'il-""""'--11'-1.l.. ® CONCRETE PAVEMENT, 7" PCC WITH #4 ;_,F~~" ~~/4!-.'>16,,1\{;;i;Ji\\;{1,;· 2 0.18~ BARS @ 24" O.C. EA. WAY {LOADING DOCK) If} ;'. if A-i-'i\iSt-~~,;t~,7:~, _" -\----~-~-:"-~-~-GT_E ~ ;;;;;~~~: L;;:s:A~:o~:~H~::M) ,!i;~•;: ·~~~WI: !:/~i';) @ DOUBLE STRIPED PARKING STALL i7B , . . -, @ ACCESSIBLE PARKING PER RSD M27A ' .•, ,},,. -~r::,;;~f ,!1,1,\,U,!.¼i! Ilt1~J;, @ PEDESTRIAN RAMP PER DETAIL B ON SHEET 2 ~;'fLii ·";l!' ;,,:•,:;i, -., 80.5 TC r,;-. I I I I I o I I I I I AREA DRAIN PE PLUMBING PLANS 4" CURB I ~I RAMP Q=====d:11 ~:S-. -~MSIN±i.=;:;;~•~1~%~M~l~N;:. U:;:-P;;P'.:=E::R~DE::;C~K~fT--\_ MATCH EXIST. ·, PARKING STRUCTURE PER ARCHITECTURAL / ,/ . ______ ---------------• 3' CROSS PLANS ,__ . GUTTER _ ----' -- 1 ; ,,-CAST IRON DRAIN PIP ·· _ -·-----., ,r PER PLUMBING PLANS •· · -\_EXIST. GROUND .'C -~--•I•--!--""""-"'- LOWER DECK 1% • -12L ,. '• . . . PAD CAST IRON DRAIN Pl~£~ -. PER PLUMBING PLANS PVC, Sil£ PER PLAN SECTION C) NO SCALE CONNECT TO DRAIN PIPE PER PLUMBING PLAN$ 24" RCP -LOWER 268.5 267. OOPOC 11 I I ./ I RETAINING WALLS PER SEPARATE PERMIT, SEE ARCHITECTURAL PLANS ~u) 279.80R!M 3 271.901 -12· '265. 70/EtN-1!" 265./Qf[tN-B" 265. 601£ our 1.59% l'~~~~~~j~~~~~g:j _..,.-~/c:-=+=-:_=-=-= ~==:~ --·L -_:I-_ :~-Ll__,_-.1_---',~'c'_.l,C_"-_~i"-~'--_-___ __J~:~-~-~--_-_.;.~'.~. "-"-'....:U.~s-/!;~£ \/fl \ MATCH \ PARKING STRUCTURE PER ARCHITECTURAL PLANS 2.75' MATCH EXISTIN 2: 1 MAX.----:::74"i'-;;.;---i"ti 2% MIN./ GRASS LINE CHANNEL TOP OF SWALE PER PLAN SECTION NO SCALE 4" CURB UPPER DECK ~:~ 2: 1 MAX. 2% MIN. GROUND LOWER DECK PAD (!) DE VEL PLAN 4" CURB UPPER DECK I EXIST. G~OUND l- / c--- BACK OF WALK MATCH EXIST. 19. / 6" CURB z.91' .o:t . . CONCRETE WALK SLOP£ 2% MIN./2: 1 MAX. SECTION NO $CALE PVC LOWER DECK PAD RETAINING WALL PER ARCHITECTURAL ~'(9 EXISTING \ \ _..,. ~- \_~ ~ MATCH EXIST/N ! EXISTING SLOPE~1 , _/ :_::---- EXISTING SIDEWALK-......._ 6" CURB -"'---( -----1--rr = I 2: 1 --. MAX. I SECTION NO SCALE (9 CO .,,.,_, ~~ ·,,fr :l'.,/ ,; ; vj, STAIRS WITH HANDRAIL PER LANDSCAPE PLANS \~;j\f; §~:\,~::~:¥: -~ (i\li~::t;@;:,'; :'.~ i f I~~ ~ :::A:T:::RGY DISS/PA TOR PER RSD D-40 r~ q.~r.,,,,.J,!!: ,::~l~l~tiz~tf" Jt I @~~~;LP~L~Hi~~ !.L"t/:1~:~~~~~EA5Nc:0w ON } j"~tJ1i]§;;!i~'f';it~,,~'!:)"' J: ";,, \ @ CONCRETE STEPS PER RSD M26 • I \ \ \ \ \ t· ·' ~1\1 _..,. ~ I ~ I MATCH EXISTING I EXISTING BUILDING TO REMAIN 6" CURB EX. CURB Tali 8£ REMOVED ~ r £-XIST!NG GROUND ----7:__ _ L SECTION NO SCALE (9 '~ I I I I I I \ \ % \ I I I I I I I I ' PRNA TE STORM DRAIN \ CONSTRUCTION NOTES: NO. DESCRIPTION I]] CONSTRUCT TYPE A STORM DRAIN INLET P£R RSD D-1 [g] CONSTRUCT TYPE B STORM DRAIN INLET PER RSD 0-2 W CONSTRUCT TYPE A-4 STORM DRAIN CLEANOUT PER RSD D-9, CONNECT EXISTING 12" RCP (!] CONSTRUCT 18" RCP STORM DRAIN PER RSD D-60 lfil CONSTRUCT 24 • RCP STORM DRAIN PER RSD D-60 1 @) TRENCH DRAIN PER PLUMBING PLANS [z] EXISTING CURB INLET TO BE MODIFIED, REMOVE TOP OF STRUCTURE AND CONSTRUCT CLEAN OUT TOP PER RSD D-9 Isl TR£A 1MENT CONTROL BMP-CDS UNIT PSWJO 30, AS SHOWN ON DETAIL B, SHEET 4, FOR REFERENCE ONLY [[I PVC TO RCP CONNECTION, SEE DETAIL F, THIS SHEET [QI PVC STORM DRAIN, SIZE PER DATA TABLE [i] CONNECT TO STRUCWRE DRAINS PER PLUMBING PLANS. ~ PVC RISER WITH SOLID GRA 7E FOR CLEANOUT 2~,0--1~1----~---- GRAPHIC SCALE IN FEET =--.... ,, '~1'~ FUSCOE ENGi £RI I N I I N I I I I N I 6390 Greenwich Drivo, Suite 170 San Diego, California 92122 !al 858.554.1500 • fax 858.597.0335 www.fuscoe.com lo/to(D"J DATE R.C.E. J60BJ EXP. 05/30/0B DATE REVIEl.'ED BY1 ..s,Z,,..,L ....,.~ -.o, ~PECT□R DATE STORM DRAIN DATA PRIVATE STORM DRAIN DATA I j INSTALL TWO STAINLESS STEEL STRAPS EACH SID£ l---l---if-----------+----+---+---1---1 ~ CITY OF CARLSBAD I SHEETS I Ll_j ENGINEERING DEPARTMENT 5 RADIUS LENGTH REMARKS NO. DELTA/BRG RADIUS LENGTH ---28.18' 24" RCP @ 1. 49% @ N21 °47' 13"W --54. 91' --38.71' 24" RCP@ 1.50% 10 N67°02'27"E ----12.83' ----254.73' 24" RCP @ 1.51% wl N27'36'40"E --17.30' --75.65' 18" RCP@ 5.60% 12 N79°28'40"E ---4.00' --9.85' 6" PVC @ 8.43% @ N67°39'30"W ----8.04' ----13. 91' 10" PVC@ 28.4% 14 N23°28'08"E --22.77' --19.08' 8" PVC@ 11.4% 15 N50°09'08"W ---18.34' --7.36' 6" PVC @ 0.61% REMARKS 6" PVC @ 0.61:,; 6" PVC @ 9.35% 6" PVC @ 0.57% 24" RCP@ 4,25:,; 6" PVC @ 1 . 99% 8" PVC @ 1. 99:,; 12" RCP@ 6.62% s 5 PVC TO RCP CON1NECTION DETAIL PER GPK PRODUCTS, INC., SADDL TfE SDR35 {MOOIFIED) NO SCALE !,,-. F 3 l-lYD~VYti4MIC SEPARATOR I EA. GRADING AND EROSION CONTROL PLANS FOR: CALLAWAY HEADQUARTERS PARKING STRUCTURE PRECISE GRADING PLAN APPROVED: DAVl(/JA~ la./,/o~ i----1----t-~----------------,r---+--+---t---l DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DAT£ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY:_ PROJECT NO. PD07-01 DRAWING NO. 449-5A 1227Q7 ~ ' 0 ~ ~ ~ ~ u ~ 0 0 ,' C m ~ w ~ ~ ,-. a I m a I a " .. a <3 ~ a < ~ " I "' a I " 0 0 / " ~ • a w < ~ " / a t n < u " 01 ; z u / < ~ 0 ~ • ~ N ~ u ~ ~ a ~ ~ <'. ~ c.&ERAI. r-l:)TE6, I :='J,lg/~!llllw.:r l ""'-ID/olltllTAL ... IIIO!Ol'(U.lll>Nllflffilll- JIJ.l'<ll.EB,l&~J!l--lfflln:PCGWNII.IKSI l HCfl0 an■-flt M101111:1'. -Mtr,IIUl)Qi~-10JS ---. Al-(11- ... "tatr~K#at\.11 11111-N:>HI I.la rf'IOO>'llfll,ldlOM!l • I :0 C: -I ::c. m :0 ,, 0 :0 0 LIGHT POLE BASE DETAIL ' I NO SCALE, FOR REFERENCE ONLY USE SIDE\IALL REINF FOR END\IALLS <TYPl 36'• MH COVER AND FRAME C!P DIVERSION \IE I I CIP DIVERSION \IEIR BOX, SE~ -- CALTRANS STANDARD PLANS DBO L DB2 (5'\I x S'H SINGLE CELL-BOX CULVERT, MAX COVER = 10', FUAT INVERT) AND AP\IA STD PLAN • 323-1. C:◄'llt !ti C□VER Mm rRAHE I I • :0 0 )> 0 I I I I I I I .. 11. CDS SUMP \ \ ~ 1-r-.. CDS MODEL PS\130_30 STORM \/ATER TREATMENT UNIT 3,0 CFS CAPACITY FLO\/ I _,,-11•:1: • I 'i_ SUMP Ii_ ,-----10'-7':I:------ 36'• MH COVER AND FRAME PLAN I, CDS MODEL PS\130_30 3.0 CFS CAPACITY I, 24•a, OUTLET PIPE 24'1D RCP OUTLET PIPE 24'-MH COVER AND FRAME FINISHED GRADE r--.--...,,,,,_, IF~,,.,.._ EL 274,35 " IF""....,,-------~---- D0\/NSTREAM PIPE INVERT EL 260,52 13'-10" 3'-0" MANHOLE RISERS 3'-0' 7 5'-0' ~-· I SEE APWA STD PLAN 323-1 FOR MANHOLE/BOX CONNECTION DETAIL SCREEN 1---5•-0•---I CIP DlVERSJ □N \r,/EIR CHAMBER SUMP SECTION A-A CDS UNIT PSW 30_30 NO SCALE 8 FOR RfEFERENCE 0/111...Y-BEE MANUFCATtlRf:S DETAJ..S 4 NO. DELTA/BRG G) t:.= 89'58'28" 0 t:.= 21'10'00" 0 t:.= 21'01'09" CD t:.= 85'17' 18" (5 N23"28'08"E © N23'28'08"E G) t:.= 71'41'32" ® N23'28'08"E ® t:.= 97•27•49• I (10 N19'15'29"E @ t:.= 18'33'44" 12 t:.= 22'23'26" 13 t:.= 79'13'26" @ t:.= 92'58'59" 15 N66'39'30"W @ N23'21'22"E @ N66'18'05"W @ t:.= rno·oo·oo· 19 N66'33' 15"W ® N67'03'21"W 21 e.= 180'00'00· 22 N67'01 '59"W 23 NOT USED @ N23'26'30"E 25 N66'57'21"W ® N23'26'30"E 27 N67°07'25"W 28 N66'31'52"W @ t:.= 104'38'30" @ N23'15'31"E ® t:.= 22•03' 31" 321 N03'14'38"E 331 t:.= 15°53'26" 34 N87'05'09"W 35 N02'54'51"E CURB DATA RADIUS LENGTH 10.00' 15.70' 100.00' 36.94' 40. 16' 14.73' 40. 16' 59.78' --5.00' --5.00' 16. 18' 20.25' --4. 79' 10. 18' 17.32' --5.54' 16. 18' 5.24' 144.30' 56.39' 30.00' 41 .48' 2.50' 4.06' ,· --12.48' --71. 76' --12.42' 2.75' 8.64' --19.52' --19.40' 2.75' 8.64' --12. 17' ---- --85.84' ,· --7.00' --24.00' )" --7.00' --12, 51' 2.23' 4.08' --7.78' 7.40' 2.85' " ' --57.27' 15.78' 4.38' --8.31' --10.00' ------------------------_:_:_:_:_".'_":"_-_--_-_._-_-___ ·::.:_:_-_--------=-------=-=-==-~=~--_..,. .... _______ ,, ,...., _ --JiF=~~~...."'.':~~...."'.':...."'.':~...ii~~...."'.':...."'.':~~...."'.':~ro~=~~=~====~~==="':'T"~==~=~====~~=~=""""" I "-. -7 0 REMARKS 6" CURB • " . " . " " " " " " " • " " " " " " " " " " " CURB 8c GUTTER " " " " " " " " " " • • • • • " -- CURB 8c GUTTER " " CURB 8c GUTTER • " " " " " " " CURB 8c GUTTER 6" CURB " " " " " " "-"- □ / / "- / "-"- / / / 0 NO. DELTA/BRG @ N02'54'51"E (36) N87"05' 09"W ® t:.= 90'00'00" @ N02'54'51"E (39) t:.= 90'00'00" @ N87°05' D9"W (41) t:.= 90'00'00" @ N02'54'51"E @ N02'54'51"E @ t:.= 110•33• 17" 451 N66'31'52"W 46] t:.= 90'00'00" @ N23'28'08"E @ N66"31 '52"W @ N23'28'08"E @ t:.= 82'53'21" (51) t:.= 93'27'09" @) N19'48'38"E @ t:.= 90'00'00" (54) N70'11 '22"W @ N19'48'38"E (56) N70'11 '22"W ® e.= go•oo'oo" 58 N19'48'38"E 59 t:.= 93'39'30" @ N66'37'23"W (6 D t:.= 45•15'42• ® t:.= 131'04'48" 63 N70"11 '22"W 64 N19'48'38"E 65 N70'11 '22"W 66 t:.= 90·00·00· ® N19'48'38"E (68) N19'48'38"E @) t:.= 28°49'26" "- / "- / / / / / / / / / / TTT1-- CURB DATA RADIUS LENGTH REMARKS ' 10.00' " . -- 0.82' " . -- 2.50' 3.93' " . 24.50' " . -- 10.00' 15. 71' " . 22. 13' " . -- 1 .oo· 1. 57' " " 1.00' " " -- 12.57' " " -- 2.00' 3.86' " CURB 8c GUTTER 0 3.63' " " -- 2.50' 3.93' " " --12.50' 6" CURB 16.00' • " -- 12.48' " " -- 2.50' 3.62' 5" CURB 8c GUTTER 5.00' 8. 16' " " --3.05' 6" CURB 2.00' 3. 14' • • 16.00' • • -- 59.50' . " -- 16.00' • " -- 2.00' 3. 14' • " 2.92' • " -- 3.00' 4.90' . " 30.46' . " -- 5.50' 4.34' . " 2.50' 5.72' . " 12.50' . " -- 59.50' . " -- 13.00' . " -- 2.00' 3. 14' . " 3.05' . " -- --67.42' 5• CURB 8c GUTTER 27.00' 13.58' . " / / / / / / / PROPOSED PARKING STRUCTURE SEE ARCHITECTURAL DRAWING / ------------- / / / GRADE LEVEL PLAN " '" " I/\ " / ' " / ' "-/ +-/ "-" 7~ * '-1 ' / '{~ / ,, / +-"~ / -+ '\ / / "' / " / / I'.. ' -u "' "' ~ "' ' ~, / / / I"-/ / I' , "' LOWER LEVEL-FOR REFERENCE ONLY ,u I/' / "' / ~ ~· "' / ,. -+"' ~ \ ,-" ' "'~ ~ +- "' -+ "' "' I'\ ti! , "' ' " " " ~ '\ ;,,c ·!'"''.'.i• ' \ \ \ ._ \ \ I GRAPHIC SCALE IN FEET :?'..;;; 111111 'ii~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.554.1500 ° lax 858.597.0335 www.fuscoe.com ERi K. ARMSmONG R.C.E:. 36083 EXP. 0B/30/08 REVIE'w'ED BY• ~;07c&r..,. DATE \ ~~f---+-----------f----+--l--+----l I SH4EET I CITY OF CARLSBAD I SHE5ETS I ::==::::=:'-1==:::E::NG::I::N:::EE::R:::I::N:::G:::D:::E:::P:::A:::RT::M::::E::N:::T==~:::::::::::::::::::! DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING AND EROSION CONTROL PLANS FOR: CALLAWAY HEADQUARTERS PARKING STRUCTURE HORIZONTAL CONTROL PLAN APPROVED: DAVID A. · US DEPUTY CITY ENGINEER PE 33081 EXPIRES 6 30 08 DWN BY: CHKD BY« RVWD BY:_ PROJECT NO. PD07-01 DRAWING NO. 449-5A • 122707 , ' 0 • • s. ~ u • " 0 ~ ~ ~ 00 ~ ~ ~ ~ 0 0 0 ' ~ C, • 0 ~ ~ ~ u CJ ' • D ~ ' C, ~ .i::,. C, z a t B < ~ 01 C, cp 0 < ~ u / C, , w ~ ~ ;!; N ~ ' u w 3 ~ ~. ~ 2 .l ,, ... • 2 I I I --------------------------------- • I I 4 4 PROPOSED PARKING STRUCTURE SEE ARCHITECTURAL DRAWING I .,l'la~,--~-=-~~-=---= ~-~ --=-~--- EROSION CONTROL NOTES: 1. IN CASE" l:Ml:RGE"NCY WORK IS REQU/Rl:D, CONTACT DAVID ERB AT 858-967-0880. 2. l:QUIPMENT AND WORKERS FOR l:Ml:RGE"NCY WORK SHALL Bf MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVEN/l:NT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHE"N RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MOOIFIED WITHOUT TH( APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORf ALL EROSION CONTROL DfVICES TO WORKING ORDER TO THE SATISFACTION OF TH( CITY ENG/Nl:ER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHAL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPE"RA TIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE". 6. THE" CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ----s- [I ----snt-::::-==: 6 CORRUGATED STEEL PUBLIC RIGHT-OF-WAY J" TO 6" ; PANELS COARSE , 50'MIN. / AGGREGATE~,----.,_,... -r,-icr,i-:11 ·.-1,1:-,· . l i2" MIN. "·:111·.:_ u·=11 i=1, 1=1 • 1:::11 ::b 11cc' · -I I -II '=:'111:-::::111~ l[-'::::111- I EXISTING GROUND \\\ pRQF/Lf R=20" MIN .. '-._ ,.__~s_o~'M//\l_____ '---, I TIRE WASH RACK PER TC-3 R=20" MIN. PUBLIC RIGHT-OF-WAY \\ PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCT/ON ENTRANCE AND PUBLIC RIGHT-OF- WAY 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. A -------------------------------------------------- ------------·- ----------- A 4 --I I ~ \ I I I 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 2. 75' ____ j_ --\ ~ ___ J ~ r~--~--=--=-----1 I l __c--_-....c-,~-=---~ -.1 \ ~ ~ EXIST. GROUND MATCH "' ----- EXISTING....______. 2: 1 MAX. 7· 2: 1 MAX. • r/ TEMPORARY BACK CUT 2%M/Ni~ GRASS LINE /EXCAVATED AREA CHANNEL TOP OF SWALE· PER PLAN SECTION C) NO SCALE I I I I I J \ I I 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CI) ~~~~~~!~ED CONSTRUCT/ON ENTRANCE B 8/LTFENCE 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90:f CONVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. 5 NO SCALE C • DATE INITIAL ENGINEER Of WORK /1\ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL I 2 EROSION CONTROL PLAN QUANTITY G) STABILIZED CONSTRUCTION ENTRANCE PER 720 SF TC-1 (TYPE 1 ), SEE DETAIL A THIS SHEET. INCREASED MONITORING DUE TO SLOPE @ INSTALL SILT FENCE PER SE-1, SEE DETAIL 740 LF B THIS SHEET. Cl) STORM DRAIN INLET PROTECTION PER 7 SE-10. (3) CHECK DAM PER SE-04. 7 @ FIBER ROLL PER SC-05 JJ4 LF @ SAW CUT LINE PER DEMO PLAN SHEfT 2 NOTES 1. IN ADDITION TO THE BMPS SHOWN ON THIS PLAN, THE CONTRACTOR SHALL PRACTICE "GOOD HOUSEKEEPING " POLICIES PURSUANT TO THE FOLLOWING CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP DETAILS: EC-1 SCHEDULING EC-2 PRESERVATION OF EXISTING VEGETATION EC-J HYDRAULIC MULCH• EC-4 HYDROSEEDING• EC-5 SOIL BINDERS• EC-6 STRAW MULCH• EC-7 GEOTEXTILES AND MATS* SE-7 STREET SWEEPING AND VACUUMING WE-1 WIND EROSION CONTROL NS-1 WATER CONSERVATION PRACTICES NS-3 PAVING AND GRADING OPERATIONS NS-6 ILLICIT CONNECTION/ILLEGAL DISCHARGE DETECTION/REPORT/NG NS-8 VEHICLE AND EQUIPMENT CLEANING NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE NS-12 CONCRETE CURING NS-1 J CONCRETE FINISHING WM-1 MATERIAL DELIVERY ANO STORAGE WM-2 MATERIAL USE WM-J STOCKPILE MANAGEMENT WM-4 SPILL PREVENTION AND CONTROL WM-5 SOLID WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT *THE CONTRACTOR SHALL SELECT ONE OF THE FIVE MEASURES LISTED OR A COMBINATION THEREOF TO ACHIEVE AND MAINTAIN THE CONTRACT'S RAINY SEASON DISTURBED SOIL AREA (DSA) REQUIREMENTS. 2. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKS, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ADDED TO THIS PLAN. J. THE CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MA TER/ALS ARE DIREC7l Y EXPOSED TO STORM WATER. 20 I ~~ "~ ~LI..I 5~ ~ No. RCE 36063 * EXP. 6-30-08 ~ "'~.,.~ Civil o"#: Of Cf>-U' ' I SHSET I GRAPHIC SCALE IN FEET ='-:;. II I I I' •-~ FUSCOE I N I I N I I I I N I 6390 Greenwich Drive, Suite 170 San Diego, California 92122 tel 858.55.ol. 1500 ° lox 858.597.0335 www.fuscoe.com ENGIN ER 0~ WORK: ~-f: '0. . I ✓---~ C I l~(r~(o·, ERIC '1\', A MSTRONG V R.C.E. 36083 EXP. 06/30/08 DATE I HAS BUIL TH ~f(¾ ,l>o{to )(tf{o1 RCE) ,lf"~ EXP. DATE REVIE\JED BY, ~,, ,,,,.d,_..::, --,-,-0•1 !SPECTOR DATE CITY OF CARLSBAD 1 sH5rs I ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: CALLAWAY HEADQUARTERS PARKING STRUCTURE EROSION CONTROL PLAN APPROVED: DAVID A. ~,R..-?'L tft!/.1 DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/0B DA ,- DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: . Cl'TY APPROVAL RVWO BY: ,, PD07 01 449-SA ~ ' \22707 0 , , >. ~ 0 • £ ~' ~ 00 0 ~ 0 N ,._ 0 ' m 0 ' ~ " ~ 0 ~ 0 I" ~ 0 u z Q "' 0 ffi I ~ 0 I i!' i .,,. " ii Cl ;:; " .,,. a t " u .,,. Cl " <p L w ~ <C ~ ;?, ~ ~ n N I" cl a "' ~ ~