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HomeMy WebLinkAboutDWG 445-4A; CUP 05-26; CHEVRON SERVICE STATION; 01-06GRADING NOTES {IN ADDffiON TO THE REQUIREMENTS OF CHAPlER 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 WWf. ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONOmONAL APPROVAL, CITY STANDARDS OR OTHER ADDmONAL 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. CllY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBIUlY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. All PlAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER 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 CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDffiONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRJTING THE POLICY MUS[ HAVE A RATING OF "A" OR BETTER CATEGORY AND A SIZE OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY. RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.{b)5 OF THE..IJNIFORM BUILDING CCDE, 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 APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY TI!E 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. 8. NO REVISIONS WILL BE MADE TO THESE PlANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDffiONS BY THE ENGINEER OF WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO 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) CCMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN lWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND CCMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED 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 STATE OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN TilE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE ALL AREAS SHALL BE CCNSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FlElD COMPACTION REPORTS Will BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT lHE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OlHER ASPECTS OF THE WORK. TI!E CCNTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT {760) 438-3891 AT LEAST FlVE{5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR VIILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR TI!E PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT IVILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT {619) 438 3891. INSPECTION REQUEST MUST BE RECEM:D PRIOR TO 2:00 P .M. ON TjjE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE II.ADE THE NEXT WORK DAY UNLESS YOU REQUEST OlHERWISE. REQUESTS MADE AFTER 2:00 P.Lt WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH lHE DEVELOPER AND/OR CCNTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCWDING SHORING, ANO 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 lHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVSIONS TO BE MADE Of WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING lHE 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 ANO APPROVED BY THE CITY ENGINEER AND /OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF lHE PlAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSlRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISJRAJNE CODE, TI!E PLAN SHALL BEPREPARED BY A REGISTERED ENGINEER AT lHE CONTRACTORS 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 APPUCATION FOR BLASTING PERMIT WELL IN ADVANCE Of TilE SCHEDUUNG OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK MF.A DURING CCNSlRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, 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 TI!E SITE OR ADJACENT TilERE TO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTH MOVING EQUIPMENIT, CONSTRUCTION EQUIPMENIT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET EACH DAY, MONDAY TilRU FRIDAY AND NO EARTil MOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS 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 DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MAlERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR Alff DEBRIS OR DAMAGE OCCURRING ALONG lHE 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 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 ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. TI!ESE 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 CONOffiON. 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 HYDROSEEDED WITHIN TEN(10) DAYS OF THE TIME WHEN fAk!:! SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, TI!E LANDSCAPING PlANS FOR THIS PROJECT, DRAWING NO. 445-4L 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 WITH THAT SHOWN ON 801H THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE 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 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" 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 WITHIN lWENlY FEET OF BUILDING OR STRffi AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY lHE LOCATION OF ALL EXISTING FACIUTIES {ABOVE GROUND AND UNDER -GROUND) WITHIN THE PROJECT SITE SUffiCIENTLY AHEAD OF GRADING TO PERMff 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 UTIUlY COMPANIES {SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIUTIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&:E PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS CITY OF CARLSBAD{STREETS & STORM DRAIN) • CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) • SAN DIEGUITO WATER DISTRICT • LEUCADIA WASTEWATER DISTRICT * VALLECITOS IVATER DISTRICT • OLIVENHAIN WATER DISTRICT • BUENA SANITATION OfSTRICT 34. PERMIT COMPLIANCE REQUIREMENTS: • AS APPROPRIATE 800 422-4133 800 60-7343 800 92-0123 760 438-7741 760 06-9809 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 7 44-0460 760 753-6466 760 726-1340 A FOR CONTROUEQ GRADING-THE APPLICANT HIRES A CML 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 ANAL APPROVAL OF A GRADING PERMIT-lHE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VlA THE PROJECT INSPECTOR 15.16. t 20A 10 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 CCNFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPUANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2 3 ) AS-BUILT GRADING PlAN. { ) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACffiES, 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 ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR TI!IS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, TI!ESE PlANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED PREUMINARY GEOTECHNICAL INVESTIGATION REPARED BY SECOR INTERNATIONAL INCORPRATED , DATED OCTOBER 12 ,20_Q§__, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECCMMENDATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DEClARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF lHE PROJECT AS DEFINED IN SECTION 6703 OF TI!E BUSINESS AND PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TI!E CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBlUTIES FOR PROJECT DESIGN. FIRM: KHR ASSOCIA1ES ADDRESS: 4100 NEWPORT PLACE DRIVE SUITE 200 CITY, STAlE: NEWPORT BEACH CA TELEPHONE: (949} 756-6440 BY: JAMES H. KAWAMURA {NAME OF ENGINEER) R.C.E. NO.: __,3""0,,,560""------------- REGISlRATION EXPIRATION DATE; ....,,,03,c-.,,_3.c:1-..,0.,_8 ____ _ DATE: 07-18-07 SOILS ENGINEER'S CERTIFICATE I, KEVIN MISKIN, P.E. , A REGISTERED CML ENGINEER OF TilE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF lHE SOIL CONDffiONS PREVALENT WITHIN THIS SITE \VAS MADE BY ME OR UNDER MY DIRECTION BEIWEEN THE OATES OF OCTOBER 12 , 2005 ANO MAY 12 • ..20QZ. lWO COPIES OF THE SOILS REPORT COMPILED FROM THIS LY, WITH MY RECOMMENDATIONS, HAS.·_. .BEEN.. l_ SUBMITTED TO THE omCE . OF lHE CITY ENG!r.EER-/ :, ' ~ SIGNED. ~;;=i [<: .:~ '•l.s'r.';c'~\ - P.E. NO.: C 1f g 4 5:' 8' [ 1 r ,/ No • sa S ~\ DATE: "7 / 1 r-/ o 7 ~\ &p {.gj of :,J LICENSE EXPIRATION DATE: b / 0 I? "'·-c·. · _ . 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 TI!E COMPACTION ANO STABIUlY OF SITE. DATE CITY OF OCEANSIDE 78 CITY OF ENCINITAS VICINITY MAP SCALE: NONE CITY OF VISTA _ _j __ _ I L ___ ~.--,.,,......~-=--------=l~~=. ---•==---____ _J EL CAMINO REAL INDEX MAP SCALE: 1"=100' WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS ANO 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, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON 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 SET OF PlANS 4. CITY OF CARLSBAD PC/CC RESOLUTION NO(S) 6136 DATED JULY 19, 2006 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION {GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY SECOR INTERNATIONAL INCCRPORATED NO. 04CH.91312.00 DATED MAY 1, 2007 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA CCASTAL COMMISSION DEVELOPMENT PERMIT CONDffiONS DATED NIA 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ___ _nN'J..JA"------ 10. STORM WATER POLLUTION PREVENTION PlAN {SWPPP) PREPARED BY -"Nw(A,.._ __ DATED NIA 11. STORM WATER MANAGEMENT PLAN {SWMP) PREPARED BY KHR ASSOCIATES DATED MAY 24, 2007 12. lHE CALIFORNIA STROM WATER QUALITY ASSOCIATION (CASQA), STORM WATER BEST MANAGEMENT PRACTICE, CCNSTRUCTION HANDBOOK AND STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, CCNSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL LEGEND DESCRIPTION DWG.NO. SYMBOL PROP. 6-INCH PCC CURB, PER DETAIL G-1 3 PROP. 6-INCH PCC CURB, PER DETAIL 1, SHffi 2 3 PROP. ON-SITE 6-INCH PCC CURB AND 18-INCH GUTTER 3 PROP. OFF-SITE 6-INCH PCC CURB ANO 18-INCH GUTTER 3 ADJUST TELEPHONE MANHOLE TO GRADE 3 0 PROP. PCC STEP-OFF 3 PROP. ON-SITE 4-INCH PCC THICK SIDEWALK 3 ... -· .• ... .• .·. -: ..... ~ PROP. OFF-SITE 4-INCH PCC THICK SIDEWALK 3 ... • . -· "' .• . ~ . .;,. .~ -- 0 _-_v "" V . -~ ~ PROP. 6-INCH PCC PAVEMENT 3 . ·-.. ·- PROP. 6-INCH PCC PAVEMENT W/ REJNFORCEMENT 3 ~x%~m V'-~-.,, •' . ,x-, .. ;-,.X),..... ,.,,~ . .,., _.., PROP. 4-INCH THICK AC PAVEMENT 3 PROP. 4-INCH THICK PCC ACCESS RAMPS 3 D PROP. PCC RIBBON GUTTER 3 QUANTITY 111 LF. 400 LF. 192 L.F. 47 LF. 1 EA. 2 EA. 962 S.F. 368 S.F. 8,980 S.F. 657 S.F. 12,797 S.F. 3 EA. 108 L.F. ABBREVIATIONS: PROP. 8-INCH AC PAVEMENT 3 478 S.F. J b AB AC BFO CB CL OCOA DIP DWY ELEC EMH EP EXST AGGREGATE BASE FG FINISH GROUND ASPHALT CONCRETE FHY FIRE HYDRANT BACK FLOW DEVICE FL FLOW LINE CATCH BASIN FS FINISH SURFACE CENTERI.JNE G GAS DOUBLE CHECK DETECTOR ASSEMBLY GB GRADE BREAK DUCTILE IRON PIPE HP HIGH POINT DRIVEWAY INV INVERT ELECTRICAL LINES IRR IRRIGATION ELEClRICAL MANHOLE LPT LOW POINT EDGE OF PAVEMENT PCC PORTLAND CEMENT CONCRETE EXISTING PL PROPERlY LINE TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE AGREEMENT DRAIN INSERT TC-52 DRAIN INSERT PVT CC&R SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON lHESE PLANS WAS GENERATED BY LAND SURVEY METHODS FROM INFORMATION GATHERED ON.~J=UL~Y_1=8~, ------~ 2005 , BY EADSON k ASSOCIATES, INC. , TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER{S) 167 030-32-00 CALIFORNIA COORDINATE THE N,__ INDEX OF THIS PROJECT IS: 2,010 E 6,231 BEN CH MARK IPTION: DESCR LOCATIO eQltf[ NUMBER: 86 STATION NAMf;: CLSB 086 N: 2 ~" DISC IN tl.QRTHWESI ~ORNf;ll OF SOUTH VIS!6 WAY. BRIDGE OVER BUENA VISTA CREEK 100 Fm NORTH OF THE WEST ENO OF VISTA WAY ED: RECORD ELEVATI ON: 24.186 DATUM· NGVD29 PREPARED BY: cs -!It ---IJ<ll=[J!Rl ~~~(g~i~u~~ CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive -Suite 200 Newport Beach, California 92660 (949) 756-6440 Fax (949) 756~444 CARLSBAD MUNICIPAL WATER DISTRICT DAVID A. HAUSER DATE DEPUTY CITY ENGINEER R.C.E. 33081 PROP. PCC DRIVEWAY 3 1,439 S.F. pp POWER POLE TC PVC POL'MNYL CHLORIDE PIPE TG TOP OF CURB PROP. 4-PVC STORM DRAIN PIPE 4 125 LF. TOP OF GRATE ROW RIGHT-OF-WAY TSE TRAFFIC SIGNAL EQUIP. PROP. 6-PVC STORM DRAIN PIPE 4 39 LF. RCP REINFORCED CONCRETE PIPE 1W TOP OF WALL PROP. 8-PVC STORM DRAIN PIPE 4 119 LF. s SEWER LINES VCP sea SEWER CLEANOUT w VITRIFIED ClAY PIPE PROP. SD CLEANOUT STRUCTURE 4 e 6 EA. WATER LINES' SD STORM DRAIN WM WATER METER PROP. 24-INCH X 24-INCH INLET 4 ~ 2 EA. SMH SEWER MANHOLE 'IN TE TRASH ENCLOSURES YL TEL TELEPHONE LINES WATER VALVE PROP. "TRITON" ALTER INSERTS 4 ~ 6 EA. YARD LIGHT Ii) 5 EA. PROP. CANOPY DRAIN CCNNECTION 4 Tl TOP Of ISLAND PROP. 4-INCH PVC SEWER PIPE 5 11 LF. TMH TELEPHONE MANHOLE PROP. SEWER TERMINAL CLEANOUT STRUCTURE 5 e 1 EA. PROP. SEWER IN-LINE CLEANOUT STRUCTURE 5 -B-2 EA. PROP. 1.5-INCH WATER METER W/ 2-INCH COPP. SERVICE 5 D 13 LF. SHEET NO. MAINTENANCE FREQUENCY PROP. 1.5-INCH PVC WATER PIPE 5 82 LF. 4 PER MANUFACTURER PROP. 1.5-INCH BfD 5 1 EA. PROP. 1-INCH WATER METER W/ 1-INCH COPP. SERVICE 5 D 13 LF. EARTHWORK QUANTITIES: PROP. 1-INCH PVC WATER PIPE 5 2 L.F. PROP. 1-INCH BFO 5 1 EA. CUT: ± 295 CY FILL: ± 57 CY CONCRETE PAVING BATCH NOTES: IMPORT: 0 CY 1. ALL DRIVABLE SURFACES, CONC SWALES, YARD PAVING, TANK SlABS, ETC. TO BE 4,000 PSI @ 28 DAYS, EXPORT: ± 238 CY REMEDIAL: ± 1 145 CY YARD PAVING EXEMPT FROM SPECIAL INSPECTION PER UBC SECTION 17.01.5 EXCEPTIONS 3 & 4. 2. SIDEWALKS, CURB AND GUTTER, AND BUILDING CONCRETE TO BE 2,500 PSI @ 28 DAYS. 3. ALL CONCRETE CURBS/GUTTER, SIDEWALKS, SWALES, ANO YARD PAVING TO HAVE 'FIBER MESH" TO REDUCE SHRINKAGE CRACKING. NOTE: SUSMP PROJECT PRIORITY: HIGH QIJANT(llES SHOWN ARE EST/MA TES FOR BONDING PURPOSES ONLY. CO/flRACTOR IS RESPONSIBLE FOR CALCUIATINC HIS OWN O/JANTITIES. PLANNING DEPARTMENT APPROVAL "AS BUILT" ~~-DATE: 8 / 3 /:loo? ~~~LANNING DIRECTOR DATE RCE EXP. OATE:8°/3 /07 REVIEWED BY: RECOMMENDED BY: C.J,rls Ga.,-.,:: IA. (PRINT NAIil:) INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR: CHEVRON SERVICE STATION 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 J) ., ~ PE4?t/4 ~xP ~Aw',,, ~7/47 loVEf~.D A. HAUSER cf-) UlY CITY ENGINEER PE 33081 EXPIRES 6/30/08 DATE /1\ OWN BY: {;,M, PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL DATE INlllAL CHKD BY: r_, ,P REVISION DESCRIPTION RVWD BY: _,/4,_ CUP 05-26 445-4A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL E 0 "' N 0 - c-- 8 N ro ~ ~ 0, " 'O '° I 0 I '-' ~ :c O". -" 0, C '6 E 0 -" c'l u 7 'O 0 = 00 -c 0 '-' -" ~ :r: cc ' 00 -u .,, ·a ~ EXP. 6/30/08 Cl.. -" L--------------~----------------------------------------------,11cn BASE MATERLA.L PER PLAN NOTE: O' -1" 3'-o" 1-----------"-----"'--------+4--0' -1" 1'-6" 1'-6" ' 3/8" R ('J ---..._ (lYP.) AC PAVEMENT 1 1' 6" o'-9 AC PAVEMENT . :: ,, .. (X) . . ,. .~ I, •. C> . -~~ ~~~ ~~ ;:~~ ~'«'00 5»;,%'»; 1/, 1/, 1/, »'»;,'»;,'---'1/ 1/, 1/, »'»;,%'»':' <~~~~~~~~~~~~~~ ?::~~ ?::~~~~ 3'-2" #4 REBAR CONT. (2) PLACES 1. CONTROL JOIITTS SHALL BE PLACED EVERY 10'-o" O.C. WITH EXPANSION JOINTS EVERY 20' -0" O.C. SCALE: NONE A PCC RIBBON GUTTER TOOLED 1 • RADIUS (TYP. BOTH SIDES) 2• CLEAN SAND 4" THICK CONCRETE 2% SLOPE MAX. PCC SIDEWALK 5 SCALE: NONE 6 TRANSmON SECTION BOTH SIDES r 60"x60" CLEAR AREA EITHER WAY. 2% MAX SLOPE IN ALL DIRECTIONS !-,-~.~.,~.~--~-~-,~~-+~_,--'---'--~, -'----'>----''----~ ~ ~ -~ -~ A '. ,.._' .. : I'" . 4'-0" 1'-0" 1'-0" 1"-6" 2'-6" SEE SOILS REPORT FOR AC PAVEMENT SECTION SEE SOILS REPORT o'-6" o'-9" ' -9" o•-9• o'-9" D'-6" FOR PCC PAVEMENT SECTION ., • ·, , C,!' . : ... ., ·• t.: . .. : ~-•-:... . . . . . . . . . ~ ~-~ ,,~ ~;;,; ;;l~~ )',.,;Jy'l',~ .•. ' ~~ ½½< ~ ,. 1/'½<½<;; ~~~'»;,~ »'»; »'»;,'---'1/ 1/, »'»;,'»;,'»;,'»;,"" ~~ »%%%~ '-(1/_-0(-0(-0(" ,-0:.0 . ,-0:.-0:.-0:.-0:.-0:.0:.0:.0:.-0:.0 ~0 0'--4.-4.-4.Y. s'-o" B'5E MATERIAL SEE SOILS REPORT #4 REBAR CONT. (5) PLACES ~------A.C PAVING OR CONC. PAVING V/1TH ISOLATION JOINT, '5 OCCURS NOTE: 6" ----CONCRETE CURB. MATCH EXISTING CURB COLOR WHEN REQ'D t-----BUILDING '5 OCCURS. ----1/4" TOOLED EDGES (TYP.) 4~~:...._-(2) #3 BARS, CONT. DOWEL INTO EXISTING CURB WHERE OCCURS APPLY A "TACK COAr OF '5PHALT TO VERTICAL FACE OF ALL CURBS, GUTTERS AND STRUCTURES BELOW THE PAVING SURFACE. 1. EXPANSION JOIITTS SHALL BE PLACED EVERY 30'-o" O.C. (MAX.) IN PLANTER CURB AND AT EVERY B.C. & E.C. SCALE: NONE PCCCURB ~--CONCRETE CURB & GUTTER MATCH EXISTING CURB & GUTTER COLOR WHEN REQ'D --1/4" TOOLED EDGES #3 BAR @ 4' O.C. · r (3) #3 BARS CONTINUOUS DOWEL INTO EXISTING CURB & GUTTER WHERE OCCURS / r IsoLAT10N JOINT (IF ADJACENT suRFAcE Is coNcRETE) (sEE NOTE 2) A.C PAVING OR CONC. PAVING V/1TH EXPANSION JOINT, '5 OCCURS COMPACTED SUBGRADE PER SPECIFICATIONS NOTE: 1. PROVIDE 3/8" EXPANSION JOINT AT 30' INTERVALS MAX. AND CONTROL JOINT AT 10'-0" O.C. (MAX.). ALIGNS WITH YARD PAVEMENT JOIITTS 1 2. IF ADJACENT MATERW. IS AC PAVING APPLY A iACK coAr OF ASPHALT TO VERTICAL FACE OF ALL CURBS, GUTTERS, AND STRUCTURES BELOW THE PAVING SURFACE. SCALE: NONE PCC CURB & GUTTER 2 .NOTE; -,-•-.,--: :j}ti1t; uqi: ,""', ~ '/,::,:}f,..;-l'~": ·:: ::; •• ;w _ _.,, ., ---PHOENIX P-4405 OR APPROVED HEAVY DUTY SQUARE GRATE AND FRAME ---#4 HOOP CENTERED IN 6" THICK CONCRETE APRON ~-CONCRETE PAVING AND EXPANSION JOINT OR A.C. AS OCCURS ~---REMOVABLE FILTER CARTRIDGE. "TRITON FILTER" (MODEL #TR24SR) BY REM MANUFACTURING. INSTALL IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. "TRITON FILTER" HELPS ELIMINATE HYDROCARBONS AND OTHER CONTAMINANTS SUCH '5 METALS. SANO. PIPE PER PLAN SILT AND UTTER FROM STORM WATER RUNOFF. 1. CAST IN PLACE CONCRETE STRUCTURE OR APPROVED EQUAL PRE-C'5T STRUCTURE 2. PHOENIX IRON WORKS (510) 465-9900 (c,sr IN PLACE CONCRETE STRUCTURE) SCALE: NONE NOTES: DROP INLET 24" x 24" ID 1---------------FACE OF BUILDING (WHERE OCCURS) 1% MIN. 2% MAX. SEE SITE PLAN FOR WIDTH OF SIDEWALK ~-----4" THK. CONC SIDEWALK r--4--~;fi:]s·::J----CURB LINE o'-9" o'-• ---1/4" TOOLED EDGE (TYP.) ~--CURB FACE l--"!s,--L-,--,J-.,.,.,-H'/-,.-,--#3 BARS @ 24" o.c. A.C PAVING OR CONC. PAVING WITH ISOLATION JOINT, AS OCCURS 11------+-FOR CONCRETE PAVEMENT CONSTRUCT ISOLATION JOINT FOR ASPHALT PAVEMENT APPLY A.C. PAINT BINDER r:Jir-----4" MIN. OF COMPACTED BASE '-----2 #3 BAR CONT. 1. EXPANSION JOINTS SHALL BE PLACED AT 30' -o• O.C. (MAX.). ,_ _________ CONSTRUCTION JOINT '-----------90% COMPACTED BASE PER SPEC. '------------ISCLATION JOINT 3 2. CONTROL JOINTS SHALL BE PLACED AT 1 O' -0" O.C. (MAX.). SCALE: NONE HAYMAR DRIVE 1:2 ~ <,j "' / (E) PAVEMENT T (N) 8-INCH THICK A.C. PAVEMENT ' REPLACEMENT. / (E) 10-INCH __/ P.CP WATER MAIN BUILDING FF=29.99 PAD=29.16 3.0' />< "-l ~ s;;i 22.5' 1.5' 5.5' 4.5' 5.0' 1:2 1:2 f2 ~ ~ -~ -~ Ccl " :(j Qj ~ (.ti ~ ~ (!) 2.00% 7.20% 9.65% ' "\ (:),~•~m] (N) 4 INCH THICK-_/ A.C. PAVEMENT OVER 14-INCH THICK CLASS II AGGREGATE BASE ,,---- P.C.C. DRNEWAY W/ \ ) CONTINUOS SIDEWALK. _,, (E) 27-INCH ___,,/ RCP SD 10.9' 8.7' f:e ~ f:e l_g ~ )il gj o; o; "' "' , SECTION "A-A" SCALE: 1"=4' P/L 2.2' f2 l:2 I ~~ I~ ~~ -o; "' ¼,.25% 11 R/W 3.0' 1:2 ~ 1:2 ~ :,i :::: ~ :::: " <c <cl <cl "' "' I "' "' 2.38% - / - • \_ (N) 4-INCH THICK \_(N) RIBBON A.C. PAVEMENT OVER GUTTER 14-INCH THICK CLASS II AGGREGATE B'5E (1.23%). EX. AC PAVEMENT L L (N) LANDSCAPE j J ~ (N) 4-INCH THICK A.C. PAVEMENT OVER ~ 3.0' 1:2 <, ~ ...., ~ ~ l_g 9d o;; ,,; "' "' "' J <, ...., ~ o;i "' (N) PCC CURB I 14-INCH THICK CLASS II AGGREGATE BASE. SECTION "B-B" SCALE: 1 "=4' 27.0' 2.07% P/L 7.3' EXISTING BUILDING I r29_3a1 rs I/ EX. ~/IVEMENT (JO.OS! FF . / LJ -(N) 6-INCH THICK P.C.C. PAVEMENT OVER 4-INCH THICK CLASS II AGGREGATE BASE. \_ (N) RIBBON GUTTER (N) 4-INCH THICK A.C. -PAVEMENT OVER 14 INCH THICK CLASS II AGGREGATE BASE. 10.6' EL CAMINO RfAL (2.00%). ,(2.71%) -- SECTION "C-C" SCALE: 1 "=4' 16.6' Rfi.V ~ f2 ~~I Crj r-..:: "' "' I 6.1' f2 1:2 1:2 :;, ~ 'O -<>:i " ,,; "' "' "' (E) PAVEt.lENT __/ j' (E) CURE & GUillR (E) SIDcWALKI(E) CURB _J (N) PCC CURB / ~ (N) 4-INCH THICK A.C. PAVEMENT OVER 14-INCH THICK CLASS II AGGREGATE BASE. ABBREVIATIONS: (E) EXISTING (N) NEW ( \ \ ) (E) 66-INCH _j.....____ _/ RCP SD SECTION "D-D" SCALE: 1 "=4' E C. <D '"" c'-l l:i 0 N ~ 'O 0 I N µiillL] CITY OF CARLS BAD I SHEETS I ~ i-,---l----+----------------1----+---+---1-----l ~ ENGINEERING DEPARTMENT 6 :r: l---l---+----------------+----1----+---+-----I 5 I-_____________ _J---r-1 ------------1 -1 -t---t---1 SITE SECTION & DETAILS l 1----1---+--------------f----+--l---+---l f-------=-----=;._::_-------=---'------------1 CHEVRON SERVICE STATION ~ -----...__..._ Kll=ll!Rl ~~~IQ~ll~ii~~ CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive-Suite 200 Tel (949) 756-6440· Newport Beach, Galifomia 92660 Fax (949) 756-6444 ~ 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 ~ 0 .c D A. HAUSER ,..J ./. .I ~ J'l--r,.:... 'i'a'~9/I &P ~/141,.~ d3/tnLt,7 . 0 _'.;,-PUTY CITY ENGINEER RCE 33081 EXPIRES 6 30 08 DA TE :c 1 ~ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. f JAMES H. KAWAMURA 30560. 03-31-08 - ADA ACCESSIBLE CONCRETE GUTTER 7 MONOLITHIC PCC CURB/SIDEWALK 4 ~c:1vt'.'..'.:L~E'.:N:G1:NE~E:R= __ ~L:'.'.IC:'.:E~NS:_:E~N:'.'.:O'.:_-~EX::'.:::P-~D:'.'.A~TE:....JLEN:G1:'.NE:'.ER~OF:..'.:w'.'.::0RJK L__~R:_::E_:_V:_:::IS:_::10::_:N_::_:DE::__:S:_::C::_:R~IP_:_TI:_::O::_:N ___ ~oTH~E::R ~AP:'.PR'.'.:ov~AL:J__:c~iTY~A~PP~R~ov~AL~===:!:=::====c=u:::::P:::::0:::5=-2=6==~:::::4::::4::::5-=4=A:::::J f 111e--------------------------------------------------------------------·-... ----------------------------------------------------------------------.....11~ \ \ d \ \ \ \ \ \ \ \ \ \ \ \ ' \ \ \ \ \ \ (2Z69) TC ), ,,-:,pz 16) FS 1 \ I 28.40 TC 3D.67 TC 163+55.22 [l CAMINO REAL (2818 FL ____ O ______ (J0.70) FL_ -v0+00.00 HAY/MR DRNE ___ (1.6J ____ _ +---ii_- -· --·---L ------ ---J_ -_-,----- ~ 2s.41 re (28.01) FS ---- \ } '-\ ~g-;,)-TC -\ (J0.04) TC ,--------------- SAWCUT LINE JOIN EX. ±40.30' 28.85 TC (28.aZJ rs / I I EXISTING BUJ!._C/iVC --------::::1------------u 0 29.91 TC (Z8.6J) f5 ------- PLANTER 29.49 TC 21!.99 FS R.5:0, 29.34 lC 28.84 FS SITE DETAIL 1 CHEVRON FF=29.99 PAD=29.16 PLANTER -------------·,---------·· ---·---~·---· I ~ '----'-.I . ·--'" . . . . . _('";\__/ 12• GROOVE PER 2· CAR;::\ ~ Bi ½ DETAIL HEREON . OVERHAN_c;__\ "" ,-: . ____ --.--~llTC '/ 0 Cf._ SITE DETAIL 2 SCA!£: 1"=8' / T I 9.0' 29.48 TC 28.98 FS 0 cri ' _i './ EL CAMINO REAL 1 7 r 1 .. 1 APPROX. 3/4" o.c. I~ LEGEND: [""77""1 t.:...::...J D AC PAVEMENT PCC PAVEMENT ~ REINFORCED PCC PAVEMENT L"' ~ REMOVAL GROOVED BORDER I GROOVING DETAIL SCA!£: NONE .....---...... -...... ll<ll=ll!Rl t~J~ll@l~Il~"if~l@l CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive -Suite 200 Tel (949) 7~440 Newport Beach, California 92660 Fax(949)756-6444 /1\ JAMES H. KAWAMURA 30560. 03-31-08 DATE INIT!AL CIVlL ENGINEER: LICENSE NO. EXP. DATE ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION NOTES: 0 0 0 0 ® © 0 0 © ® @ @ @ @ @ @ ® @ CONSTRUCT 6-INCH HIGH PCC CURB (SEE SHEET 2, DETAIL 1 ). CONSTRUCT 6-INCH HIGH PCC CURB WITH 18-INCH WIDE GUTTER (SEE SHEET 2, DETAIL 2). ADJUST TELEPHONE MANHOLE TO FINISH GRADE. CONSTRUCT-6-INCH HIGH PCC CURB PER SAN DIEGO REGIONAL STANDARD DRAWING NO. G-1. CONSTRUCT 6-INCH HIGH PCC CURB WITH 18-INCH WIDE STEP-OFF (SEE DETAIL, THIS SHEET). CONSTRUCT 4--INCH THICK PCC SIDEWALK (SEE SHEET 2, DETAIL 6). SEE LANDSCAPE PLANS FOR SURFACE FlNISH. CONSTRUCT 6-INCH THICK PCC PAVEMENT WITH A SYNTHETIC FIBERMESH OVER 4-INCH THICK AGGREGATE BASE TO COMPLY Willi THE GEOTECHNICAL INVESTIGATION ADDENDUM PREPARED BY SECOR. CONSTRUCT 6-INCH HIGH PCC CURB WITH 18-INCH WIDE GUTTER PER SAN DIEGO REGIONAL STANDARD DRAWING NO. G-2. CONSTRUCT 4-INCH THICK AC PAVEMENT OVER 14-INCH THICK CLASS II AGGREGATE BASE (Li.=7.0 'TRUCK TRAFFlC) TO COMPLY WITH THE GEOTECHNlCAL REPORT PREPARED BY SECOR. CONSTRUCT 8--INCH THICK CMU BLOCK TRASH ENCLOSURE WALL (SEE ARCHITECT'S PLANS FOR DETAILS AND SPECIACATIONS). CONSTRUCT FUEL TANK SLAB PER FUEL TANK DRAWINGS (BY OTHERS). CONSTRUCT 4-INCH THICK PCC ACCESS RAMP {SEE SITE DETAIL, THIS SHEET). CONSTRUCT PCC RIBBON GUTTER {SEE SHEET 2, DETAIL 5). CONSTRUCT MODIFIED PCC RIBBON GUTTER (SEE SHEET 2, DETAIL 7). CONSTRUCT 8-INCH FUll DEPTH AC PAVEMENT REPLACEMENT PER CnY OF CARLSBAD STANDARDS AND SPECIFICATIONS. CONSTRUCT 5.5-INCH THICK PCC DRIVEWAY APPROACH PER SAN DIEGO REGIONAL STANDARD DRAWING NO. G-14C. CONSTRUCT 4-INCH THICK 10-FOOT MAX. PCC SIDEWALK PER SAN DIEGO REGIONAL STANDARD DRAWING NO. G-7. CONSTRUCT 6-INCH THICK PCC PAVEMENT WITH #4 REBAR @ 18 INCH 0.C EACH WAY OVER 4-INCH THICK AGGREGATE BASE TO COMPLY Willi THE GEOTECHNICAL INVESTIGATION ADDENDUM PREPARED BY SECOR. ROUGH GRADE BY G.C. TO BE FREE OF DEBRIS AND COBBLE 4" FINISH GRADE BY LANDSCAPER (2) #4 BARS COWlNUOUS 1 '-6" . . "".;.' ,: .· TOP Of PAVEMENT . •/ / ,', / /',·/ {/ / ,'-// -·'// >/ ,· > (,, .. _. ..... :··t/ /t,- ~ )'\,__' .... ,/;-,..,. "-/'-:'->) .... "-'; . ,_ .'•. ·J,. "-' . , i-;~~r~r{~;>i: ; : /; ;:::. :(/ 2• •. / 1 •//~l//· y COMPACTED SUBGRADE 6• TO 95% (TYPICAL) llQIE; PAVEMENT SECTION PLUS 6" PROVlDE CONTROL JOINTS AT 10' -0" O.C. {MAX.) PCC STEP-OFF DETAIL SCA!£: NONE I SH!ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT I SH~ETS I PRECISE GRADING PLANS CHEVRON SERVICE STATION 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 VJlRO~Y: DAVID A. HAUSER (_..,~> 7i k.Ceil-</1I~ ~,xp ~/3,./1>, ML(l'/LrJ -,f'i C[TYS>J€,fNeS.-,c.e,3!.0al !1)(1'. 6/30/08 DATE DWN BY: GM PROJECT NO. DRAWING ND. DATE INITIAL DATE INITIAL CHKD BY:~ OlliER APPROVAL a1Y APPROVAL RVWD BY: CUP 05-26 445-4A E 0 "' "' 0 c-0 0 N <O ~ ~ en 3' 'C 0 0.. I n 0 I 0 ~ :c Cl< _J en ·" 'C 0 ~ (") '" 0 0 0 7 ~ 'C 0 = w C) ~ ~ 0 0 .j:::,. 0 _J -~ .j:::,. :c O') Cl< C{1 ' w u .j:::,. ~ )> ·o d:: _J V, FILTER MEDIA PAK HOPE PLASTIC HOUSING REVEL ENVIRONMENTAL MANUFACTURING, INC. YIWW.REMFILTERS.COM 888-526-4 736 \ \ \ cj \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ fl) (l> \ \ \ \ \ \ \ \ \ \ I I \ -o-' \ {1) /1) I \ {1) " I 0, , " a, 0, , ffi f])a, 11> I {l)ffi 11> I fl) " / 00l • / 0@ (D -1' (I) (I) u / .,.-1 ,,, / ,,, / // I --/ ---_ _,,,,. ----- \ 'I \ \ \\\ TW \\ ·. \\ \ \\ I I \ \\ \\\m ·. I\ TW \ I\ \\ \ \ \ !2 ::,.. ::,.. ::,.. .;; .;; .;; ~ ;;:: l2 ~ .; "' "' "' "' "' "' "' CHEVRON FF=29.99 PAD=29.16 ~~ ~ Cc t.n "' "' "' "' ::,.. .;; " 0, "' "' PROP. ROOF DRAIN 88.77' ::,.. ::,.. !2 .;; .;; ~~ ~ Q;j {-0 "' "" <c "" ,-. f',~, I~ l I I I I ' l , _____ __,,,, S=0.0100 S56'50'57"w 34.85' 27.82 TG tS 25.82 /NV .,,,.-------------/ (~/'777~ -0 ,- ~SIGN '.';. o_ ~ • "' \ \ ELEC EL CAMINO PF4.L ------------------~-------------------------------------===--=--=--=--=--=--=--=-----------=--'L=====-=-=-=--=-D _::: ----0 -------___ R 0 ---------'i.--------------------.:.--- -------------------------------.,,,,-,._.. -------------- HIGH FLOY/ BYPASS YIITH AN OPEN BOTTOM FILTER MEDIA PAK CAPABLE OF REMOVING HYDROCARBONS, METALS, SANO, SILT, AND LITTER. CSL 32 PIPE UNX CONNECTOR ---, AS MANUFACTURED BY CALPICO (650) 588-2241, OR EQUAL CONFORMING TO ASTM C923. HARDWARE SHALL BE 304 STAINLESS STEEL ;$ 0 ...J 'i-, ~ Lu ~ :5 I • "' EXISTING RCP ::I N cc 6 SPRING UNE 0 Lu Lu ~ <>. 0 a: '-' -,,. .... -, "TRITON" FILTER INSERT DETAIL SCALE: NONE SD CONNECTION DETAIL SCALE: NONE BMPTABLE DESCRIPTION QUANTITY TC-52 DRAIN INSERT 3 ~--.....__....._ IK[l={J!Rl ~~~(Q!G';Il~iF~~ CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive -Suite 200 Tel (949) 75lxl440 Newport Beach, California 92660 Fax(949)756-6444 JAMES H. KAWAMURA 30560. 03-31-08 CIVIL ENGINEER: LICENSE NO. EXP. DATE /1\ DATE INITIAL ENGINEER OF WORK STORM DRAIN NOTES: @ PROVIDE, TRENCH AND INSTALL 4-INCH PVC (SOR 35) DRAIN PIPE PER MANUFACTURER'S SPECIFICATIONS. @3 PROVIDE. TRENCH AND INSTALL 6-INCH PVC (SOR 35) DRAIN PIPE PER MANUFACTURER"S SPECIFICATIONS. @ PROVIDE, TRENCH ANO INSTALL 8-INCH PVC (SOR 35) ORAN PIPE PER MANUFACTURER'S SPECIFICATIONS. PROVIDE ANO INSTALL CLEANOUT STRUCTURE (SEE DETAIL, TIHIS SHEET). PROVIDE ANO INST~ 24-INCH x 24-INCH CATCH BASIN (SEE SHEET 2, DETAIL 3). PROVIDE AND INSTALL "TRITON FILTER" INSERT (MODEL #TR24SR), PER MANUFACTURER'S STANDARDS ANO SPECIFICATIONS. (SEE DETAIL, TIHIS SHEET). PROVIDE AND INSTALL 4-INCH PVC (SOR 35) CANOPY DRAIN CONNECTION (SEE DETAIL, TIHIS SHEET). PROVIDE AND INSTALL ECCENTRIC PVC REDUCER, PIPE SIZE PER PLAN. PROVIDE ANO INSTALL FOUR "TRITON FILTER" INSERTS (MODEL #TR2024) YIITH CUSTOM HOPE HOUSING TO FIT TRAPEZOIDAL CATCH BASIN PER MANUFACTURER'S STANDARDS AND SPECIFICATIONS. 36 .... .. .. . •· . . .... / CANOPY OOYINSPOUT IN COLUMN BY STEEL FABRICATOR COLUMN WRAP OR MASONRY VENEER WHERE OCCURS ISOLATION JOINT AROUND COLUMN EXPANSION JOINT DRIVE SLAB GRAVEL PVC OR SCHEO. 40 GALV. ROOF LEADER. CONNECT TO STORM DRAIN PIPING. J-----COLUMN FOOTING. SEE STEEL FABRICATOR DRAWINGS CANOPY DRAIN CONNECTION DETAIL •. • .. • J 10· SCALE: NONE ~----ZURN ADJUSTABLE CLEANOUT ; .. "' • • # ZB-1400-HD PETROLEUM RESISTANT ELASTOMER!C CAULKING AC OR CONCRETE YARD AS OCCURS 6" MIN. CONCRETE COLLAR ONE WAY CLEANOUT PER PLAN PIPE BEDDING PER AGENCY REQUIREMENTS. SEE CllY OF CARLSBAD DYIG. S8 FOR BEDDING DETAILS. NOTES: 1. CAP SHALL BE LABELED WITH AN "S" FOR SEWER OR ·so· FOR STORM ORAN 2. RISER TO BE SAME DIAMETER AS LATERAL ONE WAY CLEANOUT TO GRADE AT FUELING AREA SCALE: NONE I SH!ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT STORM DRAIN PLANS CHEVRON SERVICE STATION 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 .?.fO~:~VID A. HAUSER f,C:..>:.) .n.,_/4 '/KIE ,t-11/-? :,;:...l'p c,~ o9 nh/"1 ~UTY CITY ENGINEER RCE 33081 EXPIRES 6 /30 /08 DATE OWN BY: CM PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: <Sjj{' REVISION DESCRIPTION CUP 05-26 445-4A OTHER APPROVAL CITY APPROVAL RVWD BY: E 0. "' "' N \ \ \ \ \ \ !]) (l) (J) !]) • (J) • f)J 0 SMH @ \ -rs REMOVE EXISTING BACKFLOW DEVICE \ ~\ o,. ~\ \ \ \ @ WV PROP. 1" I SERVICE S MW 0 I I CHEVRON FF=29.99 PAD=29.16 PROP. DOMESTIC WATER SERVICE SEE PLUMBING PLANS FOR CONT. -'------ S=0.020 10.95' 88.77' 25.03 /Nv JOIN EX J_ ___ _ -----+- EL CAMINO REAL \ S=0.010 29.24' \ v! ..,, ·o i, I .., a Cl P""""lllll/llilllllllllll/llillllll ..._lllll/llillllllllilila..... [l<{IHJIP,J A~~~llAir~~ CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drtve -Suite 200 Tel (949) 756-6440 Newport Beach, California 92660 Fax (949) 756-6444 JAMES H. KAWAMURA 30560. 03-31-08 CIVIL ENGINEER: LICENSE NO. EXP. DATE DATE INITIAL ENGINEER Of WORK /1\ WATER CONSTRUCTION NOTES: 'Jo\ PROVIDE ANO INSTALL 1.5-INCH DOMESTIC WATER METER WITH 2-INCH COPPER (TYPE K) I;::;/ SERVICE PER Cl1Y OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W4. PROVIDE ANO INSTALL 1.5-INCH PVC (SCHEDULE 40) WATER PIPE PER CllY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W2. PROVIDE .hND INSTALL 1.5-INCH REDUCED PRESSURE BACKFLOW PREVENTION DEVICE _ (FEBCO MODEL 825YA) PER CllY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W20. PROVIDE AND INSTALL 1-INCH PVC (SCHEDULE 40} WATER PIPE PER CllY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W2. PROVIDE AND INSTALL 1-INCH REDUCED PRESSURE BACKFLOW PREVENTION DEVICE (FEBCO MODEL 825YA) PER CllY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W20. PROVIDE AND INSTALL 1-INCH IRRIGATION WATER MffiR WITH 1-INCH COPPER (TYPE K) SERVICE PER Cl1Y OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DWG. W3. CONNECT PROPOSED WATER SERVICE TO MAIN PER CllY OF CARLSBAD MUNICIPAL WATER DISTRICT STANDARD OWG. W8. SEWER CONSTRUCTION NOTES: ® TRENCH AND INSTALL 4-INCH PVC (SOR 35) SEWER LATERAL PER CITY OF CARLSBAD STANDARDS AND SPECIFJCATIONS. CONTRACTOR TO FJELD VERIFY LOCATION AND DEPTH OF EXISTING SEWER MAIN PRIOR TO CONSTRUCTION. @ @) z ::, b I ;,, PROVIDE ANO INSTALL CLEANOUT STRUCTLRE PER CllY OF CARLSBAD STANDARD DWG. S-6 ANO DETAIL THIS SHEET. TRENCH AND INSTALL 4-INCH ABS DWV (SCHEDULE 40) SEWER LATERAL PER CllY OF CARLSBAD STANDARDS AND SPECIFJCATIONS. CONTRACTOR TO FJELD VERIFY LOCATION AND DEPTH OF EXISTING SEWER MAIN PRIOR TO CONSTRUCTION. • <D l t WEDGELOCK BELL WITH HARD RUBBER PLUG OR APPROVED EQUAL L MIN. GRADE=1.00% SEWER OR STORM DRAIN MAIN BOX AND COVER TO BE BROOKS NO. 36R OR APPROVED EQUAL s'-o" MIN. BUILDING SEWER PIPE IN-LINE CLEANOUT STRUCTURE SCALE: NONE BUILDING I SH!ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT UTILITY PLAN CHEVRON SERVICE STATION 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 ~0-'i°:~VID A. HAUSER ~~..J a:t/4,? I "7 _ ~4'1114 p4;,/),,/~9 ~UTY CITY ENGINEER RCE 33081 EXPIRES 6/30/08 DATE OWN BY: C,M, PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: G'-'P. REVISION DESCRIPTION 01HER APPROVAL CITY APPROVAL RVWD BY: A/: CUP 05-26 445-4A E 0. "' a 8 a N EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT LARRY TIDBALL (RHL DESIGN GROUP. INC) AT /714) 935-0050. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RANY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIAED WITHOUT 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 RANFALL 5. THE CONTRACTOR SHALL INSTALL ADDmONAL EROSION CONTROL MEASURES PS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLJC TRESPPSS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDmON. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMffiR 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 FIVE (5) DAY RAN PROBABILJITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/ 4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15. THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLJED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANING AND IRRIGATION SHALL BE INSTALLJED AND MAINTAINED PS REQUIRED IN SECTION 212 Of THE STANDARD SPECIACATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: B. C. D. E. 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDmONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIAED BY THE PARKS AND RECREATION DIRECTOR PS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH 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 HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIAC REGARDING THE NUMBERS.TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. HYDROSEEDING 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLJEFOUA e. 3 lbs. PER ACRE OF ALYSSUM (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 LOCATIONS 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 AXING BACTERIA AND APPLIED DRY EITHER BY DRIWNG OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO. OR PRINTED ON SAID CONTAINERS. J, NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDEO TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 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 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE. 16-20-0. WITH 15% SULPHUR APPLJEO AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING ARE/>S 6:1 OR FLATTER THAT ARE SUFACIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDmONING THE SOILS SO THAT IT IS SUITABLE FOR PLANING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR. FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING. UNTIL THE PROJECT IS COMPLffiD AND ALL BONDS RELJEPSED. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' ......... \ \ \ (j) \ \ \ ~\ \\ ro \\ \\ \\ /J) ., fJJ fJJ a> .. (JJ ., LEGEND: \ DIRECTION OF EXISTING SURFACE DRANAGE GRAVEL BAGS FH \\ \\ ~\ 0 \\ \\ \\ \\ __ _) DJ ------- ! ! ! f-----1!1ill+---f--lifill-H1llf----------f-S----f--l@--,-,! I I _g_ I I _g_ g " . g_ I ! I . g I _g_ / SL CRUSHED AGGREGATE 2· MINUS ALTER FABRIC I I ---- -----+- D 0~ □ :?ri_PP_ □_□_ ------=========::::~:::p -Cl--_ -_ -_ FILTER FABRIC ORIGINAL GRADE ~-12" MIN. UNLJESS OTHERWISE 0MH EL CAMINO REAL DOUBLE ROW OF GRAVEL BAGS 2'-0" HIGH TOP OF CATCH BASIN WITH MANHOLE SECTION 8-8 SPECIAED BY A SOILS ENGINEER. NOT TO SCAl£ CORRUGATED STEEL PANELS A. 8. C. D. E. F. A. 8. C. D. E. Dry Season Requirements Dry Season Requirements (May 1 through September 30) SPECIFIED BMPs BMP Detail(s)/ Sheet Number Wind erosion BMPs ( dust control) shall be implemented. WE-1 EC-4 Sediment control BMPs shall be installed and maintained at SE-7 all operational storm drain inlets internal ta the project. SE-10 BMPs to control off-site sediment tracking shall be TC-1 ;mplemented and maintained. SE-7 Appropriate waste management and materials pollution control WM-I BMPs shall be implemented to prevent the contamination WM-2 of storm water by wastes and construction materials. WM-3 Appropriate non-stormwater BMPs shall be implemented NS-1 to prevent the contamination of storm water from construction NS-3 activities. NS-6 Deployment of permanent erosion control BMPs (physical SD-10 or vegetation) shall commence as soon as practical 011 SD-12 slopes that are completed for any portion of the site. SC-41 Standby BMP materials shall not be relied upon to prevent erosion of slopes that have been completed. Wet Season Requirements (October 1 through April 30) Wet Season Requirements IN ADDITION TO THE SE-6 EC-1 WM-4 WM-8 WM-5 WM-9 WM-6 WM-10 NS-7 NS-10 NS-8 NS-12 NS-9 NS-13 NS-8 NS-9 NS-10 SPECIFIED BMPs DRY SEASON REQUIREMENTS: BMP Detail(s)/ Sheet Number Sediment control BMPs shall be implemented at the site perimeter. SE-6 SE-10 at all operational storm drain inlets and at all non-active slopes. SE-7 EC-1 to provide sufficient protection for storms likely to occur during the EC-4 rainy season. Adequate physical or vegetation erosion control BMPs (temporary EC-1 SC-41 or permanent) shall be installed and established for all completed EC-4 NS-8 slopes prior to the start of the roiny season. These BMPs must SD-10 NS-9 be maintained throughout the rainy season. if a selected BMP fails. SD-12 NS-10 it must be repaired and improved. or replaced with an acceptable alternate as soon as it is safe to do so. The failure of a BMP may indicate that the BMP. as installed. was not adequate for the drcumstances in which it was used. Repairs or replacements must result in a more robust BMP, or additional BMPs should be installed to provide adequate protection. The amount of exposed soi/ allowed ot one time shall not exceed SE-6 SE-10 that which can be adequately protected by deploying the referenced EC-1 EC-4 standby erosion control and sediment control BMPs prior to a predicted rainstorm. A disturbed area that is not completed but that is not being SE-6 SE-10 actively graded (non-active area) shall be fully protected from EC-1 EC-4 erosion with the referenced temporary and/or permanent BMPs (erosion and sediment control). The ability to deploy standby BMP materials is not sufficient far these areas. Erosion and sediment control BMPs must actually be deployed. This includes all building pads. unfinished roads and slopes. Sufficient materials needed to install referenced standby erosion EC-1 WM-1 and sediment control BMPs necessary to completely protect the WM-3 exposed portions of the site from erosion and to prevent sediment discharges shall be stored on site. Areas that have already been protected from erosion using permanent physical stabilization or established vegetation stabilization BMPs are not considered "exposed" for purposes of this requirement. M'PU£Afll E BMP'S [Bl[ NOT LIMllID TO} EC-1 -SCHEDULJNG WM-1 -MATERIAL DELJVERY AND STORAGE EC-4 -HYDROSEEDING EC-7 -GEOTEXTILES AND MATS NS-1 -WATER CONSERVATION PRACTICES NS-6 -DISCHARGE DffiCTION AND REPORTING NS-7 -POTABLE WATER / IRRIGATION WM-2 -MATERIAL USE WM-3 -STOCKPILE MANAGEMENT WM-4 -SPILL PREVENTION AND CONTROL WM-5 -SOLID WASTE MANAGEMENT WM-6 -HAZARDOUS WASTE MANAGEMENT WM-7 -CONTAMINATED SOIL MANAGEMENT WM-8 -CONCRETE WPSTE MANAGEMENT Ii GRAVELLED DRIVE PAD RIGHT-OF-WAY LINE/PROPERTY LJNE CONSTRUCTION FENCE CRUSHED AGGREGATE 2" MINUS SECllON A-A NOT TO SCA!.£ ~-12" MIN. UNLJESS OTHERWISE SPECIAED BY A SOILS ENGINEER. BOTTOM OF CATCH BASIN WITH MANH0'14::::;;~J"' BLOCK CATCH BASIN OPENING WITH DOUBLE ROW OF GRAVEL BAGS CONTINUOUS • I NS-8 -VEHICLE AND EQUIPMENT CLEANING NS-9 -VEHICLE ANO EQUIPMENT FUELING NS-10 -VEHICLE AND EQUIPMENT MAINTENANCE SE-6 -GRAVEL BAG BERM SE -7 -STREET SWEEPING AND VACUUMING SE -10 -STORM DRAIN INLET PROTECTION Wt.1-9 -SANITARY /SEPTIC WASTE MANAGEMENT WM-10 -LJQUID WASTE MANAGEMENT WE-1 -WIND EROSION CONTROL -,_,_ DESCRIPTION GRAVEL BAGS CONSTRUCTION ENTRANCE SYMBOL = QUANTITY 3,420 EA. 1 EA. CORRUGATED :i: l STEEL PANELS i2 C '---- MIN. - Bl e ' . I - SECTION GRAVEL BAGS AT CATCH BASIN SCALE: NONE , ~ CATCH BPSIN l. GRAVEL BAG ALONG CONSTRUCTION AREA SCALE: NONE ~ SD-10 -SITE DESIGN ANO LANDSCAPE PLANNING SD-12 -EFACIENT IRRIGATION SD-32 -TRASH STORAGE AREAS "?,.OFESSto-11. ifff-~ G> TC-1 -STABILIZED CONSTRUCTION ENTRANCE/ EXIT SD-13 -STORM DRAIN SIGNAGE SC-41 -BUILDING AND GROUNDS MAINTENANCE "AS BUILT" CONSTRUCTION NOTES: MATCH EXISTING OR FOUR TIMES THE CIRCUMFER GRADE OF THE LARGEST CONSTRUCTION VEHICLE TIRE, WHICHEVER IS GREA ENCE PLAN VJEW SECTION PLAN VIEW ~~-~ -"' ---~ :,t_ 0. 0 =r, DATE '~ ~00: 03/31/08 ./.;L RCE EXP. 0 PLACE GRAVEL BAGS AND ALTER FABRIC AT DRAINAGE INLJETS ANO CATCH BASINS TO PROVIDE FOR DESILTING OF RAIN OR EXCESS WATER (SEE DETAILS. THIS SHEET). 0 STOCKPILE GRAVEL BAGS TO BE ABLE TO PLACE GRAVEL BAGS. PS SHOWN. FOR DESILTING OF RAN OR EXCESS WATER (SEE DETAIL, THIS SHEET). 0 0 PLACE SINGLE ROW OF GRAVEL BAGS (2 BAGS HIGH) AROUND CONSTRUCTION AREA FOR DESILTING OF RAIN OR EXCESS WATER AS SHOWN ON PLAN (SEE DETAIL, THIS SHEET). CONSTRUCTION SITE ENTRANCES SHALL BE PER CALFORNIA STORMWATER BMP HANDBOOK, STANDARD TC-1 (WWWW.CABMPHANOBOOKS.COM). MODIFIED PS FOLLOWS: * METAL SHAKER PLATES WlLL BE REQUIRED AT AL LOCATIONS UNLESS SPECIFICALLY WAIVED BY THE ENGINEERING INSPECTOR * THE ROCK SIZE SHALL BE 2" MINUS. * A FENCE. BARRICADE OR OTHER DEVICE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFAC TO THE CONSTRUCTION ENTRANCE. INSTALL 6-FOOT HIGH CHAIN LINK FENCE WITH SCREENING AROUND PERIMETER OF PROPERTY. TER. GRAVEL BAGS AT DRAINAGE !Nill ION STABILIZED CONSTRUCT ENTRANCE/EXIT TC- SCAI.£: NONE SCALE: NONE ~ 50 LB. ~ I GRAVEL BAGS 4'-0" I T MIN. GRAVEL BAG STOCKPILE SCALE: NONE 1 IIP""'llllllllllllllllllll .._ _ .._ IKIHIIR A~~IQJ!i:;;DA u~~ CONSULTING ENGINEERS/SURVEYORS/PLANNERS 4100 Newport Place Drive -Sutte 200 Tel (949) 756-6440 Newport Beach, California 92660 Fax (949) 756-6444 JAMES H. KAWAMURA 30560. 03-31-08 CIVIL ENGINEER: LICENSE NO. EXP. DATE DATE INITIAL ENGINEER OF WORK GRAVEL BAGS AT CATCH BASIN .J'"1' CI V\ \.. ~"' REVIEWED BY: SCALE: NONE 1" or C~LI'@ INSPECTOR DATE I SH!ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT EROSION CONTROL PLAN CHEVRON SERVICE STATION 2500 EL CAMINO REAL & HAYMAR DRIVE CARLSBAD, CALIFORNIA 92008 l~p-JAVID A. HA1?5~R~) /: ~ «/81/,n /ZC(i 1/J §J(P ~ 1 6, CITY ENGINEER RCE 33081 EXPIRES 6/30/08 DATE /1', OWN BY: CM PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: "jj{ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CUP 05-26 445-4A RVWD BY: E a. "' '?. . ,,., 3 ~ en .. = 8 I <D 0 I '::l :I: "' .,.,.. en C ~ ;:- ~ C ~ = 0 = ::' 0 ~ :i: "' --;;; ? o_ -<. """---------------------------------------------------------------------------------------------------------------------------------(/) 0 ~ O') G) 0 .i:,. -.i:,. O') 01 t