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HomeMy WebLinkAboutDWG 410-9A; CUP 97-03A; CIRCLE K FOODMART & CARWASH; 01-07GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHO'M'/ ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESS[N OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDJnONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HER£0N AS THEY MAY PERTAIN TO THIS PROJECT. THE [NG/NffR IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHtN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY 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 Vr?LL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRlnNG THE POLICY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMfTS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEfN OBTAINED FROM TH£ CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CfTY 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 RE\.1SIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED Vr?THIN THE RE\.1S/ON BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEU. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY [NG/NEER. 10. THE ORIGINAL DRAWING SHALL BE RE\.1SED 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, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, $!>ALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENOA TIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Vr?TH THE CITY OF CARLSBAD STANDARD SPECIFICATION$ AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfCON5TRIICVON MFETTNG SHALL BE HELO AT THE SITE PRIOR TO Vf[ BFGINNING OF WORK AND SHALL BE ATTFND[D BY All RFPRFSFNTADVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASfFCT5 Of THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK ( 760 438-3891 } AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAVr?NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT Vr?LL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MffTING. 15. Ill I INSPECTION Rl'Qll[STS Ollf[R THAN fQR PFIECONSTRIICUON MITUNG YdLL 8[ MADE BY CA// ING THF FNG/N[FRING 24 HOUR IN$PFCIION RFOl!F'iT I INF AT {760) 438 3891. INSPECTION REQUEST MUST 8f REC[/1([D PRIOR TO 2: 00 PM. ON THE DAY BEFORE THE INSPECTION IS NffDED. INSPECTIONS Vr?LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/DR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\.1CES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDfRAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECnON 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOW/NG THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. Tl 115 PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND /OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF lli[ PLAN VAR/[$ FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIV£ CODE, THE PLAN SHALL 8[ PREPARED BY A BfG/STER[Q [NG/NffR AT THE 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 APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY AND TH[ PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS Vr?LL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL 8[ 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 UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINffRING 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 MATERIAL SHALL BE 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 HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY Vr?THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED Vr?THIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHO'M'/ ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAVr?NG NO. ,379-9M , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE O'M'IER/APPL/CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THfS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS 30. STORM DRAIN PfPE SHALL BE REINFORCED CONCRETE PIPE Vr?TH 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 Vr?TH 3/4" ROCK PER SDRSD S-4 TYPE "c" ANO 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 TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cl TY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO START/NC GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK Wl1H A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4133 SDG&:E 1-800-660-7 343 PACIFIC BELL 1-800-892-0123 ADELPHIA CABLE COMMUNICATIONS (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREETS &: STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WA TER &: RECLAIMED WATER) (760)438-2722 'SAN DIEGUITO WATER DISTRICT (760)633-2650 'LEUCADIA COUNTY WATER DISTRICT (760)753-0155 'VALLECITOS WATER DISTRICT (760)744-0460 • OL/VENHA/N WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 ' AS APPROPRfA TE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -TT-IE APPLICANT HIRES A Cl\.1L ENGINEER, SOILS ENGINEER, ANO /DR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /11.06.170(8)/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOW/NG REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR /11.06.190(8)} CARLSBAD MUNICIPAL COD[: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSfON CONTROL, SLOP[ PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE Vr?TH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGfNEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVf 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 Vr?TH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT Vr?TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THfS PROJECT IS ISSUED Vr?THIN ONE (1) YEAR AFTER THE CITY tNGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FffS Vr?LL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED GEO TECHNICAL INVEST/GA I/ON REPORT PREPARED BY GEOTECHNICAL PROFESSIONALS , DATED DfCEMBER 14TH ,19~, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Vr?TH THE RECOMMENDATIONS AND SPECIF/CATIONS 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 or THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Vr?TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAVr?NGS AND SPECIFICATIONS CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: __ ___.B~A-cRc-GHccA~U-.-S.,,£-.:_N__,C-.-O"'N.,_SU-.-L-.:_Tlc-N.,_G_,Ec-N""Glc-N=:EEc:_Ro,S ___ _ ADDRESS: 18215 72ND A VE. S. CITY, STATE: _K_EN_T~, _W_~_98_0_32 __________ _ TELEPHONE: BY: -----,H.,/'.,""'~.U+,,"------ GHAUS[N R.C.E. NO.: __ 4~0~1~60~------------- REGISTRATION EXP/RATION DA TE: 9/30/06 SOILS ENGINEER'S CERTIFICATE SIGNED: P.E. NO.: {Q2.7SI DATf: LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE BY TH[ OF MY I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. • Id F C,; DATE CAUi' I I I I I \ \ I \ \ \ I -- VICINITY MAP CITY OF OCEANSIDE HIGHWAY le •· I•. ,· . i ). . NOT TO SCALE ./J"'Ll- CITY OF VISTA GRAPHY SHOWN ON THESf PLANS WAS GENERA TED BY PHOTOGRAMMETRY ODS FROM INFORMATION GATHERED ON OCTQfi.ER 29 RICK ENGINEERING ' BY GRAPHY SHO'M'/ HEREON CONFORMS TO NATIONAL MAP ACCU RACY STANDARDS. IECT LOCATION PRO THIS PROJECT IS LOCATED 'MTHIN ASSE:SSQRS PARCEL NUMBER(S) 216-580-02 THE N 19 CALIFORNIA COORDINA Tr INDEX OF THIS PROJ£CT IS: 76000 £ 6.249.000 BEN CH MARK 1PTION: TION: DE:SCR LOCA OED: TION: lt[COR E:LEVA TOP OF 3" BRASS DISK WITHIN MONUMENT CENTERLINE ln:LL t,lQ~UM~~I AT T~~ llf!~RSECl!Q~ QE LA ~QSTA l\'l'!;;NU~ !3~C EL CAMIW B~L. SAN DIEGO COUNTY VERTICAL ~EN9,!ARK RECORD§ 15.997 DATIJM: NG'{Q 22 CARLSBAD ~IPAL WATER DISTRICT ' ' ' ' . ' ' ' ' ' ' ' ' ' ' ' 39'00'49" R • 29,95' L • 20.39' SHEET INDEX : 1 COVER SHEET 2 SITE PLAN 3 GRADING AND STORM DRAINAGE PLAN 4 CML UTILITY PLAN 5 CONSTRUCTION DETAILS 6 TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS 7 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN OWNER INFORMATION CARLSBAD FUELS CORP. 2240 ENCINITAS BVLD. f401 ENCINITAS, CALIFORNIA 92024 PROJECT NAME/ADDRESS CIRCLE K FOODMART & CARWASH 7602 EL CAMINO REAL CARLSBAD, CALIFORNIA 92009 EARTHWORK QUANTITIES CUT: 660 CY FILL: 375 CY IMPORT: CY EXPORT: 'Z(J{i' CY REMEDIAL: a CY ' r'r\-•"' . t·Jr ;,,,"' , • ., . c;;?~-c::~ l{Ctr 7:, /~') ".,,. "· ,_, · ~c: .8Y· -. 7-r,? -~~ ':Ef; }i: ~:,,, . ~ROBERT J. WOJCIK DATE DATE INITIAL DEPUTY CITY ENGINEER R.C.E. 33698 EXP. 6-30-06 ENGINEER OF WORK REVISION DESCRIPTION WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRAfJING PLANS AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHO'MV 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 Vr?TH THE FOLLOVr?NG 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. RESOLUTION NOS. 5229, 5230 5231, 5232 DATED 7/17/02 NOS. 4313 4314, 4316 4317 DA TED 6/17 /98 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY _____ DATED DEC 14TH 1999 GEOTECHNICAL PROf[SSIONALS ' 7. THE SAN DIEGO REGIONAL STANDARD DRAVr?NGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMIS/ON DEVELOPMENT PERMIT CONDITIONS DATED - 9. EN\.1RONMENTAL APPROVAL DOCUMENTS DATED 7/17/02 10. STORM WATER MANAGEMENT PLAN OA TED 6/24/03 LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY STORM Cle-ANOUT PEDESTRIAN RAMP CONCRETE CURB CATCH BASIN 12" STORM DRAINAGE PIPE 8' STORM DRAINAGE PIPE B' STORM DRAINAGE PIPE 4 • STORM DRAINAGE PIPE SANITARY SEWER CLEANOUT 1500 GALLON RECLAIM TANK SAMPLING STATION SANITARY SEWER SERVICE LINE WATERLINE WATER METER GATE VALVE LOT LIGHT FINISH GRADE SPOT ELEVATION (TOP OF PAVEMENT FG) (TOP OF WALK 1W) CONCRETE SWALE SWALE/FLOWUNE RIDGE LINE CONCRETE PAVEMENT ASPHALT PAVEMENT CONTOURS GAS LINE OIL/WATER SEPARATOR EXISTING CATCH BASIN EXISTING STORM MANHOLE EXISTING STORM PIPE & CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER SERVICE LINE EXISTING WATER LINE EXISTING FIRE HYDRANT EXISTING CONCRETE EXISTING CONTOURS (FROM PREVIOUSLY APPROVED DWG. 379-9A) EXISTING CABLE LINE EXISTING GAS LINE EXISTING POWER LINE EXISTING EDGE OF PAVEMENT EXISTING SPOT ELEVATION EXISTING FEMA 100-YR FLOODPLAIN UMITS • co Lit ■ • ssco r7-r:7 I ,-. ...., -. I L-J.:: Lc_J D li!I M 1§€] 12.9 FG ~ r:= C.-'J wrn11~-] ______ J~-------- <-1----=o=------..r-------- 0 <I--------- ----------w ----------- 0 1·· ·: -·.,·1 ~-·-----:.~ ----TV---- ----G---- ----p---- ' ·-·-. -' -·-,, , 3 4 693± LF 6 176 LF 32 LF 367 LF 158 LF 2 2 38 LF 180 LF 2 2 7 162 Lf 276 LF 8,465± SF 19,605± SF 10~ LF 7 PLANNING DEPARTMENT APPROVAL f!IVLT 11 ~"a l.!~,.:Q2~~ / DATI!: :,. /£<1/e ,3 (SI ) \ 3 -,Z,\-<)4-IIICIIAIL I, 11111,ZUITIRR, PW00!1G DIRICTOII RC f,i 4'/1,, I, o ca I-'~ D{p.L, EXP. <'1-:'JD,O(., DATE ' DATI!: 7 /2!/./,:, ~ RE\ !Ew'ED BY: (SIGNED) l!ICOIIIIINDID BY· CJ\ vl~~G-::&o __ " ____ ------ /ui-:. ~-. &.•--~ 't/cn/o<t ;, N.00:) INSPECTOR DATE . I SH1EET I CITY OF CARLSBAD 1 sH;ETS I ENGINEERING DEPARTMENT CIRCLE K FOOD MART AND CARWASH COVER SHEET CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL ~AMINO REAL. CARLSBAD, CA APPR~ •·· -/1?,CE :,3;.53 ,,;-,,p ~-°JD-tx' -sr: ~-.1 • 7-&o.J ~UBBS P.E. 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 DWN BY: DATE INITIAL INITIAL PROJECT NO. DRAWING NO. DATE CHKD BY: - omrn APPROVAL CITY APPROVAL RVWD BY: = ·· "-CUP 97-3 (A) 410-9A "' 0 ~ ~ u a E C 0 ,n II ... 0 0 U) 0 0 -...... • C :E G') .,::. ~ 0 cb )> I I 1·-20· ,, " ,, " " ,, " ' " " ,, . , " '• " 1 r,, Iii 11, 3 " ,, in ' " 8 fjj " " " ,, 0 ' ' " " " " " Lu " • ' .... ,, " ~ " ;., " " " " " " ("~ " \,.," < i I ,, ' ,, DRAINAGE EASEMENT (F /N 117673) ~ t:l 30' ' /BY! OTHERS " " SITE DEVELOPMENT KEYNOTES: 0 PROPOSED 2911 SF FOOD MART UBC TYPE VN. SEE BUILDING PLANS. @ LANDSCAPE PLANTER AREA. SEE LANDSCAPE PLANS FOR DETAILS. 0 ABOVE GROUND PLANTER CONTAINERS. SEE LANDSCAPE PLANS. TYPICAL AT THE END OF EACH FUEUNG ISLAND. 0 0 0 0 0 NEW TRASH ENCLOSURE W/CONC. PAD PER ARCHITECTURAL PLAN. NEW 4" THICK CONCRETE SIDEWALK (WIDTH AS SPECIFIED ON SITE PLAN). SEE DETAIL 11, SHEET 5. NEW 124'x38' ISLAND CANOPY WITH SIX 10'-0"x3'-0" PUMP ISLANDS. REFER TO MECHANICAL AND ARCHITECTURAL PLANS FOR DETAILS. MECHANICAL ROOM, REFER TO ARCHITECTURAL PLANS FOR DETAILS. NEW (1) SINGLE 20,0DO GALLON UNLEADED AND (1) DUAL COMPARTMENT 15,00D GAL.-PREMIUM/8,000 GAL-DIESEL UNDERGROUND GASOLINE STORAGE TANKS WITH REINFORCED CONCRETE SLAB CENTERED OVER TANKS. INSTALL PER "WET HOLE" INSTALLATION SPECIFICATIONS. SEE DETAILS SHEET T1 AND T2. I I .. 7 7 ~ PR SED CAR 'NASH I ~4.9' PROPOSED FOOD MART 2911 SF SITE PLAN • , • . ' ' • - 35' \ \ ,;; ,-----+---J24 ' .;, : ' ' ' ' ' BY OTHERS O' WATER EASEMENT 8' 46' 46"W 7.00' · ---® ---®----' ~ SIGN ' ' • I , Ji ,, EL CAMINO REAL EASEMENT FOR DRAINAGE STRUCTURES & EMBANKMENTS FILE NO. 125910 lg'.. NEW THREE VENT RISERS FOR UNDERGROUND GASOLINE STORAGE TANKS. \::../ SEE TANK PLANS. ® NEW 40"x80"x4" THICK CONCRETE PHONE BOOTH PAD PER DETAIL 8/AS2-1. @ NEW CONCRETE CURB PER DETAIL 4, SHEET 5. ® NEW ASPHALT PAVEMENT PER DETAIL 1, SHEET 5. ® NEW AIR/WATER DISPENSER W/TWO GUARD POSTS PER ARCHITECTURAL PLAN. ® NEW 3' CONCRETE GUTTER SWALE PER DETAIL 3, SHEET 5. ® PARKING STALL MARKING SHALL BE 4" WIDE WHITE PAINTED STRIPES TO DIMENSIONS SHOWN. STANDARD= 9'x1 a· (MIN.). ® "NO PARKING" PAVEMENT MARKING USING 4" WIDE WHITE PAINTED STRIPES 0 2' O.C./45' ANGLE. INSTALL PER BP STANDARD SPECIFICATIONS. ® NEW CAR WASH. REFER TO SEPARATE ARCHITECTURAL PLANS FOR DETAILS. " ;), ;,. K\ '" ,, ; BY OTHERS / ~ ... ;ri ·:/i::{:-:.-;. . ,,,,_/1h 11 .PORTION OF EL CAMINO REAL EASEMENT FOR PUBLIC STREET AND PUBLIC UTIUTY PURPOSES DEDICATED ON MAP NO. 14038 TRUCK TURNING PATH FOR FUEL DEUVERY A • 90'00'00 R • 26.00' I L • 40.84' ~ VACUUM ASSY. REF'ER TO ARCHITECTURAL PLANS FOR DETAILS. 100-YEAR FLOOD PLAIN LIMITS CONCRETE PAVEMENT PER DETAIL 2, SHEET ~- SIDEWALK RAMP PER DETAIL 5, SHEET 5. CURB HEIGHT TO BE O' FOR WIDTH OF SIDEWALK. AT CURB ON EITHER SIDE. SEE DETAIL 6, SHEET 5. LANDSCAPE AREA DESIGNED BY OTHERS 1000 GALLON EPOXY-LINED REVERSE OSMOSIS TANK. REFER TO ARCHITECTURAL PLANS FOR DETAILS. J;;-;.. (2) 1500 GALLON RECLAIM TANKS. REFER TO CARWASH PLANS FOR ~ DETAILS. ® SAMPLING BOX, REFER TO CARWASH PLANS FOR DETAILS. I I PROJECT DAT A : CUP 97-03(A)/SUP 97-03(A)/SDP 97-07(A) \ ' . ............ ,. " " " " " " " " " " l .. r 20' ---- EASEMENT FOR PUBLIC ACCESS AND PUBLIC UTILITY PURPOSES PER MAP 14038 EXISTING :\IDEWALK TO REMAIN. NEW MONUMENT SIGN (BY OTHERS) NEW HANDICAP PARKING SIGN AND PAVEMENT SYMBOL PER ARCHITECTURAL PLANS. NEW LOT LIGHTS BY OTHERS. PROJECT DESCRIPTION NEW CONSTRUCTION OF A 24-HR., 2911 S.F. FOOD MART/ CARWASH STORE SELLING GROCERIES, SNACK ITEMS AND BEVERAGES, INCLUDING BEER AND WINE FOR OFF-PREMISES CONSUMPTION WITH A DETACHED 4712 S.F. CANOPY FOR SELF-SERVICE GASOLINE SALES. OWNER: AMERICAN STORES PROPERTIES, INC .. A DELAWARE CORPORATION ATTN: HEIDI CARLSON PO BOX 27447 SALT LAKE CITY, UT 84127 (208) 395-5142 APPLICANT: CARLSBAD FUELS CORP. C/0 ROSEMARY DAVIS 2240 ENCINITAS BLVD, #401 ENCINITAS, CALIFORNIA 92024 ATTN: BOB DAVIS APPLICANTS REPRESENT A TJVE: BARGHAUSEN CONSULTING ENGINEERS, ATTN: NATHAN MACHIELA P E. INC. 18215 72nd AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251-6222 OCCUPANCY: FOOD MART = M (MERCANTILE) CANOPY = S-3 (STORAGE) CARWASH = B CAR WASH TYPE OF CONSTRUCTION= FOOD MART CANOPY CARWASH ZONING= EXISTING : C-1-Q ll-N ][-N ll-N FIRE DISTRICT: FIRE STATION #3 SCHOOL DISTRICT= ENCINITAS UNION SCHOOL DISTRICT 101 SOUTH RANCHO SANTA F£ ROAD ENCINITAS, CA 92024-4349 (760) 944-4300 SITE AREA CALCULATIONS: NET AREA OF SITE: 41,941 AREA OF BLDG. COVERAGE: A CANOPY B. FOOD MART C. CAR WASH D. MECHANICAL ROOM TOTAL S.F . PERCENT OF BUILDING COVERAGE TOTAL LANDSCAPING SQ. FT . TOTAL IMPERVIOUS SURFACE (0.96 AC.) 4,712 SF 2,911 SF 900 SF 264 SF 8,787 SF 21 % 8,347 SF (20%) 33,594 SF (80%) PARKING REQUIREMENTS: PARKING REQUIREMENTS: 5 PER 1000 SF OF FOOD MART FLOOR AREA PARKING REQUIRED PER ORDINANCE: PARKING SPACES PROPOSED: 15 PARKING SPACES 16 FULL SIZE SPACES + I HANDICAP UTILITIES= WATER: CARLSBAD MUNICIPAL WATER DISTRICT 5950 EL CAMINO REAL CARLSBAD, CA (760) 438-2722 SEWER: LEUCADIA COUNTY WATER DISTRICT 1960 LA COSTA AVE CARLSBAD, CA (760) 753-0155 GAS/ELECTRIC: SAN DIEGO GAS AND ELECTRIC 1623 W. MISSION AVE. ESCONDIDO, CA (619) 696-2000 TELEPHONE: PACIFIC BELL-CARLSBAD 4220 ARIZONA STREET RM 200 SAN DIEGO, CA 92104 (619) 574-3838 BENCH MARK GENERAL NOTES : 1, PROPERTY BOUNDARIES BASED ON O'DAY CONSULTING TRACT MAP NO. 97-09, PER MAP NO. 14038. SOME EASEMENTS USTED ARE APPROXIMATE LOCATIONS. 2. CONSTRUCTION OF THIS FACILITY SHALL BE PER THE GEOTECHNICAL INVESTIGATION REPORT PREPARED FOR ALBERTSON'S BY GEOTECHNICAL PROFESSIONALS, INC., PROJECT NO. 1610.1, DATED DECEMBER 14, 1999. LEGAL DESCRIPTION : LOT 2 OF CARLSBAD TRACT NO. 97-09. IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO, 14038, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO SEPTEMBER 15, 2000. ' CARLSBAD MUNICIPAL WA TEA DISTRICT STANDARD WATER NOTES= 1. WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RULES & REGULATIONS FOR THE CONSTRUCTION OF POTABLE WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT," OCTOBER 1993 OR AS AMENDED. 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY AND PROVIDE PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCTION SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUPERINTENDENT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF SEVEN (7) DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENGINEERING DEPARTMENT (760 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHAUL NOTIFY CITY OF CARLSBAD ENGINEERING DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIDED - TELEPHONE NO. 760 438-3891. 6. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 7, ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATE FORM OF PROTECTION. ' 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VALVE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL RECLAIMED WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CARLSBAD RECLAMATION RULES AND REGULATIONS FOR THE CONSTRUCTION OF RECLAIMED WATER MAINS -CARLSBAD MUNICIPAL WATER DISTRICT." OCTOBER 1993 OR AS AMENDED. CONSTRUCTION NOTES= 1. ALL POTABUE WATER SERVICES SHALL BE 1" AND ALL POTABLE WATER METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS). 2. ALL WATER METER BOXES SHALL BE 17"x3D"x 12" POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL 3. MINIMUM SPACING BElWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 5 FEET. 4. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FlNISHED SURFACE GRADE. '( t rn~ 1eo z,,, 9--30-«, !l] ~ '1~_.;1x_11- ', ' .. • .. ,I I--'\,..:_.-,_.; ·'-. ',, .. I 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES I) DfSCRIPTTON: TOP OF 3" BRASS DISK WITHIN MONUMENT CENTERLINE I f/1 ➔Vj.UIL T 11 /11} ~ 3-1.1-04- LOCA noN: WEI.I. MQNUMENT AT THE INTERSECTIQN QE LA QQSTA AVEN~E ,l.t.o' - AND EL <;AMINO REAL RCE ,0 EXP, !l-~<1-~ DATE I RfCORDE:D: SAN DIEGO COUNTY VERTICAL BENCMARK RECORDS fLfVA llON: 15.997 OA 71.JI.I: NS!YD ~a REVl!'VE' BY, -;:: ,i;_:: ·7 '-f/01/• V INSPECTOR DATE I S~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT NEW BICYCLE RACK. REFER TO DETAIL 14, SHEET 5. SITE PLAN CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL, CARLSBAD, CA APPRO~ R~ .tJ/S'.1 6'.x/ ,--,•-""- di'; ' Z__-jll-a3 ~ LLOYD HUBBS P,E, 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 DATE INITIAL DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE IN111AL CHKD BY: • ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 97 3 (A) 410 9A ' 081303 ,2- "' "' ,, N ,;; I a, en ,, N i -I ! o, "' I ,, " ~ I 0, I "' \ ,._ N ~ f X □ ~ -" 0 C E C 0 "' II -" " 0 •.n m n 0, 0 "' 0 0 N ',, "' -', ,-... 0 V E "' ',, $ □ 0 a, • "O C □ "' "' :E ,-... / ,,, C ·c G') V V ...., C "6, C 0 C .i:ai,. / c-, -4' "' -...i ...a. ,._ / 0 □ 0 0 I C ,.., (0 C / )> CL :i_; / I fASEMENT FDR PUBLIC ACCESS & PUBLIC UTILITY PER MAP 14038 . ------------- fASEMENT FDR--ilRAINAC:E STRUCTURES & EMBAA1<t.lENTS FlLE NO. 125910--~, . GRADING AND STORM DRAINAGE PLAN ,, ,, __::::p'oJif.iot<._ OF EL CAMINO --- REAL EA$E'M£~T FOR PUBLIC STREE1'1.l-{j) PUBLIC UTILITY PURPOSES '•, DEDICATED ON MAP NIJ>--,-140=3:::-8- I i 0 ··--1--..,,, I ~~--" ?t ' --~ ~. ~ 1 FRAME AND ORATE SEE SEC. 7.05 AND APPLICABLE DWGS, e• RISER SECTION 1 fl BAR HOOP ~- 12• RISER SECTION 2 #J 1!1AR HOOPS #J BAR EACH SIDE ED I ) I PRECAST BASE SECTION (MEASUREMENT AT THE TOP ~ OF THE BASE) TYPE 1 CATCH BASIN NOT TO SCALE STORM DRAINAGE KEYNOTES• 0 0 0 © 0 0 0 0 ® ® ® ® @ ® ® NEW CATCH BASIN, TYPE 1 RIM= 13.5 IE=l0.50 CONNECT TO SANITARY SEWER ONLY NEW CATCH BASIN, TYPE 1 Rlt.1=13.60 IE=l0.32 ~ LF" 12• CPEP O 2.0,1 NEW CATCH BASIN, TYPE 1 RIM=13.70 IE=9.36 18 LF" 12" CPEP O 2.0X REPLACE EX. TEMPORARY CATCH BASIN W/ NEW CATCH BASIN, TYPE 1 W/ SOLID LOCKING LID RIM=14.21 IE=9.0 (MATCH EX.) 32 LF" 6" CPEP O 2.5,i: 130 LF" 6" PVC SDR 35 01.0ll MIN. FDR COLLECTION OF" BLDG. DOWNSPOUTS. STANDARD STORM DRAIN CLEANOUT PER DETAIL 8, SHEET 5. 4" PVC SOR 35 0 1.0ll MIN. FOR DOWNSPOUT CONNECTIONS. 6" PVC SOR 35 0 1.0X MIN. FOR COLLECTION OF CANOPY DOWNSPOUTS. 40 lF CONCRETE SWALE 01.0ll 100 LF" CONCRETE SWALE O 1.0ll. DRAIN TO NEW CATCH BASIN. 22 LF CONCRETE SWALE O 1.0ll. DRAIN TO NEW CATCH BASIN. NEW CATCH BASIN, TYPE 1 RIM=14.0 IE=9.9 PAVEMENT SWALE 01.00ll BENCH MARK DESCRIP110N: TOP OF 3" BRASS DISK WITHIN MONUMENT CENTERLINE LOCA 110N: WEU, MONUMENT AT THE INTERSECTION OF LA COSTA AVENUE ANO EL GAMINO REAL RECORDED: SAN DIEGO COUNTY VERTCAL BENCMARK RECORDS £LEVA 110N: 15.997 DA TUI.I: NGIJD 29 NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) &: C890 UNLIESS OTHERWISE SHOWN ON PLANS. 2. 3. 4. 5. 6. 7. !!. 9. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221 ). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. ' ALL REINF"ORCED CAST-IN-PLACE CONCRETE SHALL BE CLASS 4000. PRECAST BASES SHALL BE F"URNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALIL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLIED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LIEFT INTACT. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. Of 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. THE MAX. DEPTH F"ROM THE FINISHED GRADE TO THE PIPE INVERT IS 5' -0". THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. CATCH BASIN F'RAME ANO GRATE SHAUL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-62ID. MATING SURFACES SHALL BE FlNISHED TO ASSURE NON-ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. EDGE OF" RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. ® NEW CATCH BASIN, TYPE 1 RIM• 13.7 IE=l0.70 25 LF" 12• CPEP 01.76ll NEW CATCH BASIN, TYPE 1 WITH SOLID LOCKING LID RIM•14.2 IE• 10.26 (AUL PIPES) 85 LF 12" CPEP 01.0ll EX. CB RIM•l 1.29 IE= 9.41 (EX. 12" & NEW 12j ADJUST RIM TO 12. 7 RIM TO COLLECT ORAIN.IGE AT FLOWUNE OF CURB PAVEMENT SWALE 01.25ll 6" PVC SOR 35 STORM DRAIN 8 LF 6" PVC SDR-35 0 2.0 ,i: OIL/WATER SEPARATOR PER DETAIL 10, SHEET 5. RIM=REFER TO GRADING PLAN IE=10.34 (6" S,N) 28 LF" 6" PVC SDR-35 0 3.72'! MIN. 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, tAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES j REVIEVED BY, ~--1-,-... v- INSPECTOR DATE q/~1/01,' DATE r----i---------jr-------------t----t---+---+-----I I SH3EET I CITY OF CARLS BAD I SHE7ETS I ;==='....':::=:::E::N:::G=:IN:::E:::E::R=:I=:NG:::::D::::E:::P:::::A::::RT:::::M:::E'::N:::::T==='--':==~ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL GRADING AND STORM DRAINAGE PLAN CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL, CARLSBAD, CA APPROVED 7---~ ,(41 :r:1/S':S ,.,,,,,, "'·-'• ·•"' •r~ . -~ 7·,.·bl LLO~BS P.E. 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 DWN BY: CHKD BY:-:::;~~;;:+k RVWD BY: PROJECT NO. CUP 97-3 (A) DRAWING NO. 410-9A 081303 c· I '" co c. ,., -I '" co r, N. ~ -m "' ,, "! w I a, "' ,._ N .f' ~ X 0 ~ ~ " 0 E C 0 0, II ~ 0 0 v; ~, " a, 0 2 0 ~, .. co •, ,, 0 0 E ~ .::1:: 0 0 m • 'O E C O• a, "' C· ~ / rn C ·c V G) V C w . ii, C V 0 ~ / "" .... "' ..... .Ji. ,._ / 0 ¼ 0 0 I 0 ,._ (0 0 / CL )> ;,; c:: ,) 1·-20· DRAINAGE EASEMENT (F /N 117673) PIPELINE INGRESS/EGRESS EASEMENT (F /N 119260) ( ' ' ' ; i i i i i ; I I I I I . I I i I I I : : ii : I \ I I I I I I I ! l -----'------ l/TILITY NOTES: ' ' 'I, ·g " " :; d " ,, ' ' ' " " UJ II ~ " ~ " " ~ "!'n " " " " " ,, " ' " " " " " " ,, " ' " " " " " " ,, ,, ,, " " " " " ' 17 I I I I I I I I 1 ckR ~4SH I I I I I I I I 1. UTILITY LINES MAY NOT BE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL OPERATIONS, THE UTILITY LINES SHALL BE RETESTED. 2. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SOILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY REQUIREMENTS. UTILITY LINES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL., TELEPHONE, GAS, AND LANDSCAPE IRRIGATION LINES. 3. ALL ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B-8e EC (TYPE "K"), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE). 4. SANrfARY SEWER PIPE (ONSITE) SHAUL BE PVC (SDR 35) WITH FILEXIBLE GASKETED JOINTS PIPE JOINT TYPE SHAUL BE RESTRAINED GASKET. 5, MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF OF THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION. 6. MINIMUM SLOPE FOR 6-INCH SIDE SEWER SHALL BE 2 PERCENT. 7. CONTRACTOR SHALL CONTACT WATER DISTRICT TO ASSURE THAT BACKFLOW PREVENTION REQUIREMENTS ARE SATISFIED. 8. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMrfS PRIOR TO CONSTRUCTION. AUL SEWER MATERIALS AND WORKMANSHIP SHALL BE AS PER THE LEUCADIA COUNTY WATER DISTRICT STANDARDS, [J • p '-II--3/ " TYPE 'K' COPPER WA ER LINE I I. , I I I ~ ~-----~,,---. --/ ',] ~. 124' x0 3t•C'ANOfl CUSTOMER INSTALLED 2-5" j " ". / ,'6 I MrD's • PVC SCH.40 CONDUIT, I• . • s • I +----W'-36" RADIUS (PVC) I ' ~ , 'm ELBOWS WITH PULL LINES. I ; " • 1• FOOD MART 2,938 S.F. FF = 15.0 ~C-~ I ~ / t-r-,-,~~ I .. <(] .. XISTING SSMH ADJUST RIM TO ELEV.=13.05 '//. DOMESTIC CONNECTION I '., I , t • • I 0 . EASEMENT FOR DRAINAGE STRUCTURES & EMBANKMENTS FILE NO. 125910 EL CAMINO REAL OENERAL NOTES: 1. THIS PROJECT MUST MEET THE DISCHARGE REQUIREMENTS OF THE ENCINA WASTEWATER AUTHORITY (EWA). 2. A CLASS Ill DISCHARGE PERMIT WILL NEED TO BE FILED WITH EWA. PROOF OF EWA PERMIT IS REQUIRED FOR APPROVAL OF (SEWER) CIVIL PLAN BY LCWD ENGINEER. 3. A CLARIFIER WILL BE REQUIRED TO PRETREAT THE VOLUME OF WASTEWATER FROM THE CARWASH FACILITY. 4. PLANS, DISCHARGE PERMIT DEVELOPMENT EXTENSION AGREEMENT AND FEES ARE REQUIRED BY THE LEUCADIA COUNTY WATER DISTRICT PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. 5. REFER TO EXHIBIT '8' -L C,W.D, SEWER EASEMENT CREATED BY O'DAY CONSULTANTS DATED 4/13,12000 FOR SEWER EASEMENT LEGAL DESCRIPTION AND EXHIBIT. CARWASH• 1. 2. 3. 4, 15 GAL./CARWASH DEMAND DISCHARGE ESTIMATED 50 WASHES DAY ~ 750 GAL/DAY DEMAND DISCHARGE. MAX. PEAK DEMAND • 3x750 GAL/DAY • 2250 GAL/DAY. ESTIMATED PEAK DISCHARGE -3 x 15 GAL./CAR/7 MIN. • 6.4 GAL. MIN. (0.014 CFS). PEAK VOLUME PER CAR • 14.86 GALLONS PEAK VOLUME PER DAY • 1486 GALLONS FIRE FLOW: REQUIRED PER TABLE Ill A-1 TYPE V-N CONSTRUCTION < 3600 SQ. FT. • 1500 GPM WA TEA DEMAND {POTABLE): 'AVERAGE MINI-MARKET DEMAND = 0.42 GPM ESTIMATED PEAK DEMAND = 20 GPM (BASED UPON 7 SIMILAR STORES) COMBINED ESTIMATED PEAK• 1. 2. DISCHARGE = .42 x 3 + 6.4 = 7.6 GAL. MIN. (0.017 CFS) USING 6' PVC O 1'1 QFULL • 0.056 CFS; Qd/QFULL • .30 (30% CAPACITY O PEAK) I i ' ' I I LCWD SEWER NOTES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. AUL DESIGN, MATERW.S, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT AUL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHAUL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR COMPLillNESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHAUL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. e. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS AND SHAUL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREf.iENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMrr FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL AUL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FM: FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHAUL BE PREPARED BY A REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMrr MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLmD INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (BOO) 422-4133, AS REQUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WrrH ALL LOCAL, STATE, AND FEDERAL SAFIETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON srrE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20, CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LCWD FDR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHAUL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY WITH LCWD STD DWG S-2 AND WITH ALL COUNTY AND STATE HEALTH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. 27. A 2-INCH HIGH "s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHAUL BE BURIED OVER EACH LATERAL. THE WIRE SHAUL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHAUL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. AUL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED ANO SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLIE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXING OF CONCRETE IS NOT AULOWED WITHOUT EXCEPTION, CONCRill TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WrrH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2' BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFIERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL., 2) AITTR BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEWERS AND LATERALS SHALL BE WAYNE BAULED, LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD, AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF AUL OTHER UTILITIES AND UTILITY LATERALS. 38. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LCWD INSPECTOR PRIOR TO PAVING. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL E~INEERING, LAND PLANNING, SU 71 _, ENVIROMENTAL SERVICES LEUCADIA COUNTY WATER DISTRICT BENCH MARK=- DESCRIPnON: TOP OF 3' BRASS DISK WITHIN MONUMENT CENTERLINE LOCA nON, -~WE-LL MONUMENT AT THE INTERSECTION OF LA COSTA AVENUE -~A~NP EL CAMINO REAL. RECORDED: SAN DIEGO COUNTY VERTICAL BENCMARK RECORDS ELEVA nON: 15.997 DA TUM: NGVD 29 STEPHEN L. DEERING DISTRICT ENGINEER RCE DATE RCE /~ ,.,J i{, DATE l---+---l-------------+---+---+---+----1 I SH4EET I CITY OF CARLS BAD I SHE7ETS I ~=='-==::E::N::G=:IN::E'::E::R=:IN::::G=::::::'D':E=P=A=RT=M::E::N::T==::'....'::==~ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CIVIL l/TILITY PLAN CARLSBAD FUELS CORP,-GASOLINE FACILITY 7602 EL CAMINO REAL, CARLSBAD, CA ~~~VEg~~ /f~, ;J;J/.f'$ r,,; ;::~:.,..J ULOYir--iiilliss PE. 23889 DIRECTOR OF PUBLIC WORKS EXP, 12-31-05 DWN BY: 'C"'"-~ PROJECT NO. DRAWING NO. 2~~g ~} ~ CUP 97-3 (A) 410-9A ' 081303 a. m ,0 ,- N ,,; I a, -en ,_ N +5 I m -en ,. N 0 I m -en "· N m -V ' X 0 "' ~ 0 0 E u 0 '" II - ~ 0 u Vl ,,. .,,. m 0 ,c 0 0 N ·--en -·--·-0 " C ----" C 0 C, " C 9 J ,, :E ,-, c-- / :,' G) " .pi,. V w C m 0 .,::... C V .... / 0, ..... ~ "' ,-0 / m I n 0 (0 0 "· 0 l> / n -" c:: i f_ . t \ • ; ' \ f r ! !. -------------------__,!'" -------// r11i1t1 : ~11/i w ~//;( hi'! fh WiJJn} 1"=20' DRAINAGE EASEMENT (F /N 117673) I . ' ' ' / ;----------------------------------------------- -----~-----' UTILITY NOTES= 1. UTILllY LINES MAY NOT SE COVERED UNTIL AFTER THEY HAVE BEEN TESTED AND APPROVED BY OWNER AND GOVERNING AGENCY. UPON COMPLETION OF THE BACKFILL OPERATIONS, THE UTILllY LINES SHALL BE RETESTED. 2. ALL UTILITY LINE EXCAVATION BEDDING AND BACKFILL MATERIALS, ANO COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE SCILS ENGINEER'S RECOMMENDATIONS AND THE GOVERNING AGENCY REQIJlREMENTS. UTILllY LINES INCLUDE STORM DRAIN, WATER, SEWER, IRRIGATION, ELECTRICAL, TELEPHONE, GAS, AND LANDSCAPE IRRIGATION LINES. 3. All ONSITE WATER SERVICE SHALL BE COPPER TUBING CONFORMING TO ASTM B-88 (TYPE "K"), ANNEALED. THE TUBING SHALL BE COUPLED USING FLARE TYPE COMPRESSION FITTINGS CONFORMING TO AWWA C800 (150 PSI WORKING PRESSURE). 4. SANITARY SEWER PIPE (ONSITE) SHALL BE PVC (SDR 35) WITH FLEXIBLE GASKETED JOINTS PIPE JOINT lYPE SHALL BE RESTRAINED G/!SKET. 5. MAXIMUM ALLOWABLE DEFLECTION AT EACH JOINT SHALL NOT EXCEED ONE-HALF OF THE MANUFACTURER'S RECOMMENDED PERMISSIBLE DEFLECTION. 6. MINIMUM SLOPE FOR 6-INCH SIDE SEWER SHALL BE 2 PERCENT. 7. CONTRACTOR SHALL CONTACT WATER DISTRICT TO ASSURE THAT BACKFLOW PREVENTION REQUIREMENTS ARE SATISFIED. 8, CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. ALL SEWER MATERIALS AND WORKMANSHIP SHALL BE AS PER THE LEUCADIA COUNTY WATER DISTRICT STANDARDS. --·--------------------------------------------------··-----------------------------------------------. ---------------------------------------------------------------------------------------------- GENERAL NOTES: 1. THIS PROJECT MUST MEET THE DISCHARGE REQUIREMENTS OF THE ENC!NA WASTEWATER AUTHORllY (EWA). 2. A CLASS Ill DISCHARGE PERMIT WILL NEED TO BE FILED WITH FIRE FLOW: REQUIRED PER TABLE Ill A-1 TYPE V-N CONSTRUCTION < 3600 SQ. FT. = 1500 GPM EWA. PROOF OF EWA PERMIT IS REQUIRED FOR APPROVAL WATER DEMAND (POTABLE): OF (SEWER) CIVIL PLAN BY LCWD ENGINEER. 3. A CLARIFIER WILL BE REQUIRED TO PRETREAT THE VOLUME •AVERAGE MINI-MARKET DEMAND = 0.42 GPM OF WASTEWATER FROM THE CARWASH FACILITY. ESTIMATED PEAK DEMAND = 20 GPM 4. PLANS, DISCHARGE PERMIT DEVELOPMENT EXTENSION AGREEMENT (BASED UPON 7 SIMILAR STORES) AND FEES ARE REQUIRED BY THE LEUCADIA COUNTY WATER DISTRICT _ ~ -v~ I!,.. PRIOR TO APPROVAL OF CONSTRUCTION DRAWINGS. ,,--~ .. .,, 'v' ..._ ' ~ .. v 'v'-v~ LU ' ' , 5. REFER TO EXHIBIT 'B' L.C,W.D, SEWER EASEMENT CREATED BY O'DAY (-COMBINED ESTIMATED PEAK: l..-..... \ CONSULTANTS DATED 4/13/2000 FOR SEWER EASEMENT LEGAL .. 1_ DISCHARGE = .42 x 3 + 5.57 = 6,83 GAL MIN. ''"'\,-. DESCRIPTION AND EXHIBIT. ✓-✓-~ (0.015 CFS) "\ ...J..._,,-/.......___~,--v~v--y-......_,.-/-2. USING 6" PVC @ 1 % QFULL = O.D56 CFS; Qd/QFULL = .30 \ ( CARWASH: (30% CAPACllY @ PEAK) ) 1. 13 GAL./CARW/!SH DEMAND DISCHARGE ESTIMATED 125 W/!SHES )_'\..._ 1\ DAY = 1625 GAL/DAY DEMAND DISCHARGE. LWD SEWER CONNECTION FEES FOR THE CAR WASH HAVE BEEN ESTIMATED \ \.. 2, MAX. PEAK DEMAND = 3x1625 GAL/DAY = 4875 GAL./DAY. BASED ON 125 CARS PER DAY WITH AN AVERAGE DISCHARGE RATE OF 1,625 GALLONS PER DAY. AT THE DISCRETION OF LWD, LWD MAY REVIEW RECORDS , ESTIMATED PEAK DISCHARGE = 3 x 13 GAL./CAR/7 MIN. = !N THE FUTURE OF THE ACTUAL NUMBER OF CARS W/!SHED AT THIS FACILllY \' 5.57 GAL. MIN. (0.013 CFS). AND WATER USE RECORDS TO MAKE ADJUSTMENTS TO THE CONNECTION FEE ) ~ . .. . A fi /-,,..__~ /!SSESSMENT. _....~,, ..... _,.✓..._,..........,.._. -._.,...__ -.A....._.,.._./·-./°'-~....,A....,A.....A.~ ........ _,.~~...._,....__~/'' . , , ' • ' LCWD SEWER NOTES 1. LCWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OR WORK, OR CONTRACTOR FROM RESPONSIBILllY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. All DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER DISTRICT LCWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LCWD SEWER STANDARDS GOVERN. 3. OSHA SAFE1Y ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON THE JOBSITE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LCWD AND SHALL REPAIR OR REPLACE AfiY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LCWD. 6. QUANTITIES SHOWN HEREON ARE FOR BONO ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOT LCWD GUARANTEE THE ACCURACY OR COMPLETENESS OF THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO LCWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LCWD. 8. PRIOR TO BEGINNING SEWER WORK, THE LCWD INSPECTOR SHALL BE FURNISHED THREE SETS Of CUT SHEETS AND SHALL COMPLY WITH LCWD STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LCWD PERMIT FOR CONSTRUCTION ANO SHALL PRCVIDE A MINIMUM OF 48 HOURS NOTICE TO LCWD PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CllY, COUNlY, AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFElY ORDERS, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE LCWD INSPECTOR PRIOR TO EXCAVATION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS ANO TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATERING CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT AND COMPACTION OF BACKFILL MATERIALS IN A DRY STATE. ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN GEOTEXTILE MATERIAL SUITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW AND APPROVAL CONTRACTOR SHALL OBTAIN DEWATERING PERMITS /IS NECESSARY AND RETURN OF GROUNDWATER TO THE SEWER SHALL NOT BE ALLOWED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LCWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW. ALL UTILllY CROSSINGS SHALL BE POTHOLED PRIOR TO TIRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFE1Y REGLLATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFElY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LCWD BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS AND THE LCWD STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. 19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LCWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LCWD FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRITING BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW. 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE AND AfiY OTHER UTILITIES. 24. SEPARATION OF SEWER / WATER AND SEWER / RELCAIMED WATER SHALL COMPLY WITH LCWD STD DWG S-2 AND WITH All COUNlY AND STATE HEAL TH DEPT REGULATIONS 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LCWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LCWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LCWD ON THE PLANS. 27. A 2-INCH HIGH 'S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL TERMINATE 6' ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST BELOW PAVING. THE TAG OVER THE CUSTOMER ENO OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT, PIPE SHALL BE PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENOS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. 30. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGl'IED AND SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE ANGLE RECOMMENDED BY THE PIPE MFGR. 31. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LCWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 33. JOB MIXINC OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY LCWD WILL BE AT CONTRACTOR EXPENSE. 34. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTORS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PREC/!ST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING SHALL HAVE A 2" BY 2' BUlYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL 36. ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2) AFTER BACKFILL. AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. All SEWERS AND LATERALS SHALL BE WAYNE BALLED; LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LCWD. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILllY LATERALS. 38. ALL SEWERS ANO LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LCWD INSPECTOR PRIOR TO PAVING. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES LEUCADIA COUNTY WATER DISTRICT 11 AS BUIL T 11 BENCH MARK P OF 3" BRASS DISK WITHIN MONUMENT CENTERLINE OESCRIP710N: TO LOCATION: WE AN LL MONUMENT AT THE INTERSECTION OF LA COSTA AVENUE Q E!. CAMltlQ Beak flli1i:;;f ~~ 9(1/43 RCE EXP. DATE RE:CORDE:D: SA N DIEGO COUNlY VERTICAL BENCMARK RECORDS DATE REV!Ew'ED BY, ELEVATION: 15 .997 DATUM: NGVD 29 DISTRICT ENGINE~ / /c RCE '2.&S-t'I '/"· 3 !II 0$' INSPECTOR DATE ~ CITY OF CARLSBAD I SH~TS I A ENGINEERING DEPARTMENT CIVIL UTILITY PLAN CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL CARLSBAD. CA APPROVED lt • -LLOYD HUBBS P .E. 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 9-2-03 1/1\ REVISE CARW/!SH DISCHARGE, ADD LWO NOTE 17/ 3.'03 DWN BY: PROJECT NO. DRAWING NO. DATE DATE !N!TlAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP 97-3 (A) 410-9A 0.. ,;n "" ,-... N ,,; ' m ,n ,, N -' o, ,n ,... '" .Q I a, , ... "' ,-... N Ji w L X 0 -~ ~ 0 0 E C 0 N II ... .'!! 0 u V) .,. .., ,;n 0 n D 0 c, ...... "' ·, ,-... 0 Q " >-'-. 2 0 n C) 3< 0 ~ ,;n C ,o c, ~ / "' C ... ·c " Q 0 )> C ·eo C 0 ... / 0 ,;n "' """ ~ ,, c:, / ~ ..... 0 cb 0 0 C. 0 / )> Q. -2 [;: G) CD 3" (MIN.) COMPACTED DEPTH CLASS "B" ASPHALTIC CONCRETE 13" (MIN.) COMPACTED DEPTH --- CRUSHED ROCK BASE = = NOTE: OQ C a, 080 ' . = REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION & ALTERNATE PAVEMENT SECTIONS ASPHALT PAVEMENT SECTION NOT TO SCALE 7.5" CEMENT CONCRETE---- S;:;':'.;1,::>0>:~ ~~'.>)>~>::>~(; / );); /•S<(Y:<0(•(:".0(0,<,i,0('<::<0(0, .. ~<• 8.5" (MIN.) COMPACTED DEPTH __ __, CRUSHED ROCK BASE 12" SUBGRADE COMPACTED TO 95% ---" NOTE: REFER TO SOIL ENGINEER'S RECOMMENDATIONS FOR SITE PREPARATION & ALTERNATE PAVEMENT SECTIONS CONCRE IE PAVEMENT SECTION NOT TO SCALE 6" WIDE STEEL--- TROWEL FINISH 3' 18" L 12· I 18" 2" ASPHALT CONCRETE GUTTER W/6"x6"x10" W.W.M. COMPACTED SUBGRADE:---------' 5" MIN. CLASS II A.B.-------- THICKEN ASPHALT & APPLY TACKCOAT BETWEEN ASPHALT & CONCRETE NOTE: INSTALL EXPANSION JOINTS @ 20'-0" 0.C. MAX. CD CD CONCRETE SWALE DETAIL NOT TO SCALE 6" ASPHALT PAVING POURED CONC. CURB wrrH 1 1 /2" RADIUS ON CORNERS FORMED IN-PLACE CONCRETE CURB NOT TO SCALE 1 :48 MAX. SLOPE TO PRIMARY ACCESSIBLE ~-RAMP TEXTURED BY IMPRINT OF MEDAL GRID BUIUDING ENTRANCE ENTRY ACCESS CURB LINE / DRIVE ___,/'--+~cc1:s4"--c-c~+-- DETECTABLE WARNING ..( SLOPE MAX I 44" MIN. 6' 6' SEE PLAN NOTE: 1 :48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 36" WIDE (MIN.) SLOPE NOT TO EXCEED 1 :48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINIMUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE. CD ~~~s=~RB RAMP/CROSSWALK 6' OPENING FOR SIDEWALK CONC, CURB -,,.> .. /',\:::~;.\_,~/)\ ;-_;;;:>,· 7~ /0;''. ASPHALT PAVEMENT CD CURB BREAK DETAIL NOT TO SCALE FINISH GRADE SEAL JOINT1 SAWCUT PAV'T I 12 OUTSIDE OF TRENCH EDGES • "' PIPING ----111'--:-,;-~ NOTES: \/ RI PATCH SURFACING TO MEET AND MATCH EXISTING. .-------1 MINIMUM SECTION TO BE 3" A.C. PAV'T CL. 8 OVER 4" CRUSHED ROCK BASE ,__--J--SUBGRADE OR STRUCTURAL FILL MATERIAL COMPACTED TO 90% OF MAX. DENSITY GRAVEL BACKFILL FOR PIPE BEDDING COMPACTED TO 95% OF MAX. DENSITY 1. PROVIDE 4" SAND BLANKET BEDDING FOR RIGID PIPE 2. ALL TESTING OF BACKFILL AND COMPACTION SHALL BE IN CONFORMANCE WITH ASTM D-155 7 CD T-PATCH ROAD RESTORATION DETAIL 1/8' BEND (6'') 6" (OR 8") ADS 6" ADS LENGTH AS REQUIRED f EXTENSION OF 6" (OR 8") ADS OR CAP END ..__.,_---:!,-.::..,__J-= = ~ 6" X 6" WYE (DR 8" X 6'') CD :;~~~E DRAINAGE CLEANOUT DETAIL ! I CONSTRUCTION DETAILS 2.00' 1 1 /2" CLASS "B" ASPHALT CLASS "B" CEMENT CONCRETE • "' 12" DIA FIBRE JOINT PACKING SUBGRADE , ,_.,.,--CLEANOUT NOTE: THIS DETAIL TO BE FOLLOWED FOR ALL CLEANOUTS LOCATED IN FLEXIBLE PAVEMENT AND UNPAVED AREAS. ED :~T~l:~ERY SEWER CLEANOUT BLOCKING DETAIL 24 A OIL RETAINER BAFFLE GRIT/SLUDGE RETIIINER WEIR FLOW DIFFUSER BAFFLE BASE PLAN 12'" 1·-s· OIL/WATER SEPARATOR CHAMBER---~ OIL RETIIINER BAffiE.----~ PLATE ACCESS DOOR --~ INSPECTION TEE-~ OUTLET DIA. PER PLAN 24" • "' 12· 1'-6" DIAMOND PLATE COVER '----(2) PLATE INSPECTION COVERS COVER PLAN ,-------DIAMOND PLATER INSPECTION CO\IERS ,-------FLOW DIFFUSER ,-------GRIT/SLUDGE RETAINER WEIR ,----8" INLET INVERT ELEV PER PLAN- lYPICAL 9 ;.... ~---RIM ELEV PER PLAN- lYPICAL SECTION A A 3/18" GALV STEEL PLATE BAFFLES AND WIER SECTKlN B-B OIL/WATER SEPARATOR UTILITY VAULT 660-SA (OR EQUIV.) NOT TO SCALE ,· ' • I {I'\ l i eo 71.., \ 9-30-~ ; ~ \JF~~~ VARIES -SEE PLAN 4' THICK CONCRETE'~l=;""°°'.r;1f=''-'-=<,!!...-j SIDEWALK 4" MINIMUM (5/8" MINUS) CRUSHED SURFACE TOP COURSE .... : : : __ ,,;,, .• =.: ~ -/ NATIVE SOIL OMPACTION CD SLOPE SIDEWALK TOWARDS PARKING 1. DUMMY JOINlS SHALL BE 3/B" x 2" ASPHALT SATURATED FELT PLACED AT 15' c.c. 2. THRU JOINTS SHALL BE 3/B" ASPHALT SATURATED FELT PLACED AT DRIVEWAY AND ALLEY RETURNS. 3. SCRIBE MARKS SHALL BE 1/8" DEEP AND 1/4" WIDE PLACED AT 5• c.c. FOR 5' SIDEWALKS AND 7 1/2' c.c. FOR 8' SIDEWALKS. 4. ALL JOINlS SHALL BE CLEAN AND EDGED TO A 1/4" RADIUS. JOINTS SHALL BE FLUSH WITH THE FINISHED SURFACE. 5. CONCRETE SHALL BE CLASS 3000 GRADING NO 2 5 1 /2 (1 1 /2) USING NO CALCIUM. 9. A 3/8" THRU JOINT IS TO BE PLACED WHENEVER CONCRETE IS POURED AGAINST EXISTING CONCRITT. 7. A CURING COMPOUND, HORN CURE OR AN APPROVED EQUAL, WILL BE USED ON ALL CONCRETE. SIDEWALK DETAIL NOT TO SCALE 1 "=1' 1/2" RADIUS ASPHALT PAVEMENT PER DETIIIL 1/C5 ASPHALT PAVEMENT PER DETAIL 1/C5 CONCRETE SLAB PER STRUCT. 'to • I I DUMMY JOINT W/ JOINT FILLER CONCRETE SLAB PER STRUCT. DUMMY JOINT W/ JOINT FILLER . ,l I ~ ii.. ~ 1· ••!fl'i:~~~~¢4l;~ I • • ' //>)(:~0)01/);A ) --\'~ )::_ , A ',("-._'\(/,,'\_/ _/, / / ,'., 1/>/';8 ·~ : 111 " .. . /»>' / y.' '' <;::.." ' ".<_' 1/. ./ >: EDGE OF SIDEWALK 1"=1' • "' • <D 12" I 12· . ' _. I I a~ ' ' ' 12" ' ' ' ' ' ' . ' ' ' ' ........ 3" ~ GALVANIZED PIPE (PAINT BLACK) CONCRETE WALK BICYCLE RACK DETAIL NOT TO SCALE l REVIE\./ED BY, ~:;r;;. INSPECTOR EXP, "I~ 3.:>-o(. ti '1/•1/0~ DATE r--t----t-----------1----l---1--_j_---J I S~ET I CITY OF CAR LS BAD I SHE7ETS I r===-==::::E::::N:::G::::IN::::E::::E:::R:=IN:::G:::::::D::E:':::P::AR:::T:::M::E::::N:::::T==::..::=:::==! 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CONSTRUCTION DETAILS CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL, CARLSBAD CA AP_PG = lftr4' :l:I/.S-.Z OP<, ~-, •• ,M; 4(. ·-' . ?'-~-~ LLO'i'D HUBBS P.E. 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 PROJECT NO. CUP 97-3 (A) DRAWING NO. 410-9A 081303 D I m en c--N Ji ~ ' X 0 ~ "' '" 0 E C -II - ~ s co "' .,- m 0 n 0 0 N ·--._ "' ---._ ,, 0 w E E_ 2 0 Q "' • " C -" m "' ~ ,, / 0, C G) ·c 0 CJ'I 0 C "' 0 ~ C w .... / cr, ..., ~ en C 0 / " 0 I 0 (0 0 ,, 0 )> <-:' Q_ -" ~ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED,CONTACT AT (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/UTA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED 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 RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS 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 INCORPORA TEO 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 ENO OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). 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 (907. COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH 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: o. THREE FffT OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. ARfAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THf PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY n-lE CITY ENGINEER THAT WARRANTS /MMfDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: o. THREE TO f/GHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON 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 HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COST$ OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LfVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THf HYDROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THf FOLLOWING: D. E. 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 CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF $NOW) 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 HYOROSEEDED IS NOT VIS/BL[ 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 HYOROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED 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 fT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE $TRAW INTO THE SOIL .3. FERTILIZER CONSISTING OF AMMONIUM PI-IOSPHA TE SULFA TE, 16-20-0, WITH 157. SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREA$ TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMB/NATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLf. c. RIPPING AREA$ THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING 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. HYOROSEEDED 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 COMPLETED AND ALL BONDS RELEASED. 50'MIN. PUBLIC RIGHT- OF-WA Y I 8" MIN. EXISTING GROUND I 14'MIN. PROFILE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE FLOW ---- 4" VERTICAL FACE EMBEDDING DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---.. FLOW---WIRE OR NYLON BOUND BALES PLACED ON TT-IE CONTOUR 2 RE-BARS.STEEL PICKETS, OR 2"X 2" STAKES 1 1 /2' TO 2' IN GROUND ANCHORING Q[TAIL " DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG TT-IE LINE OF POSTS. ------- 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVA TEO SOIL SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT EAR THEN RIDGE UNLINED SWALE & BERM GRAVEL FILTER ~ RUNOFF WATER WITH SEDIMENT SEDIMENT • WIRE SCREEN FILTERED WATER - DROP INLET WITH GRATE '----coNCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN -- DROP INLET WITH GRATE STRAW BALES STAKED WITH TWO STAKES PER BALE COMPACTED SOIL TO PREVENT PIPING 2X6 STRUT(S) END AND SID[ OVERLAP AT CORNERS 2X6 STRUT(S) REQU/FlfD WHEN NO TED ON PLANS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB ~ STAKED STRAW BALE • 2X6 STRUT(S) FILTERED WATER 3 FT (0.9 M) MIN. FLOW / -RUNOFF // GAP BETWEEN BAGS ACTS AS SPILLWAY THREE LA YtRS OF GRAVEL BAGS WITH ENOS OVERLAPPED GRAVEL BAGS 4"-6" LOGS 24" LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) l COARSE AGGR[GR•:~ I FLOW ► ·-=--24 IN (61 CM) o~ "" I DATE (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM INITIAL INSERT SHALL 8£ DIRTRAP ULTRA DFIAINGAURD OR APPROVED EQUAL. SEDIMENT COLLECTION EROSION CONTROL CATCH BASIN INSERT ' . . . . -. ----· .. ·-·-. . . . DATE J.EGENP DESCRIPTION QUANTITY SYMBOL STABIIJZED CONSTRUCTION ENTRANCE SILT FENCE UNIJNED SWALE & BERM BLOCK-SCREEN-GRAVEL SILT BASIN IJMITS OF CLEARING & GRADING GRAVEL BAGS GRAVEL CHECK DAM RIPRAP 1 392 LF 221 LF 770 LF 80 LP' TEMPORARY CONTOUR ----- SURFACE FLOW DIRECTION EXISTING STORM PIPE & CATCH BASIN MATERIALS OF CONSTRUCTION FABRIC: NEEDLE PUNCHED NON-WOVEN GEOTEXTILE MATERIAL. FABRIC IS IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. APPARENT OPENING SIZE (AOS): 80 US STANDARD SIEVE (0.180 MM) GRAB TENSILE STRENGTH: 200 LBS PUNCTURE STRENGTH: MULLEN BURST: TRAPEZIODAL TEAR: WATER FLOW RATE: PREMEABILllY: DIMENSIONS= SKIRT: SOCK FILTER/SEPARATOR: 130 LBS 400 PSI 85 LBS 110 GPM/Fr2 0.38 CM/SECOND 24"x36" 10" D x 24" L DISPOSAL REQUIREMENTS: CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES @~~ /) fli 1 ij> t ~ ~)' i!Jt· <11 •.• II W ,,.VI 401&) Z t..i :VLv;;; I I (Jf{;;, \ I 11 1///11 3-t-1-cS+ RCE .',, /, ' ' EXP. "t -:I C>·Q" DATE ~C,~~I• REV!Ew"t.D 'BY, --Lf Lr>1/o., I ,-,.; ?"::., ' ~ INSPE(:T □R DATE I S~ET I CITY OF 1 sH;ETS I CARLSBAD ENGINEERING DEPARTMENT TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND DETAILS CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL, CARLSBAD. CA APPROVED--.--~ l(t:i, 11/S:J "",, ~-:1 .. lJ~ 6y:<.· Ji-',=,,.. 7 · '.Sb•Z>J LLOYD HUBBS P.E. 238B9 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 INITIAL DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:~ RVWD BY: CUP 97-3 (A) 410-9A _Q I "' "' c- " 00 ii, C ~, 0 ~ L u 0 E C II ~ 2 D •J u; ~ 0 ~ n 0 0 N '-. .o '-. -0 oi -~ r "· 2 Q 0 CT"• • v v 0 I m en c-- / ry C C " " .e rr ~ / O' Li'; C / C C C C c- C / a: .s C: \ I 081303 C ~ cr, G') 0 .l:lii,. ..... ...... .... 0 I (0 > I I \ TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN I I I ' .6 • 90'00'00" R • 26.00' CONS I RuCTION SEQUENCE OF CONTROL MEASURES 1. SURVEY AND Fl.AG CLEARING LIMITS 2. DEVaOP CONSTRUCTION ENTRANCE/EXrr ,s SHOWN OR ,s DIRECTED BY CllY INSPECTOR. 3. FILTER FENCE SHALL BE CONSTRUCTED AT POINTil OF BASIN DISCHARGE IN APPROXIMATE LOCATIONS SHOWN ON PIAN. 4. CLEAR & GRUB PERIMETER AREA OF SITE. 5. SrrE CLEARING AND GRADING MAY PROCEED FOLLOWING INSTALLATION OF f,fJr:NE ITEMS. 6. EXCAVATE FOR AND COMENCE WITH U/G TANK INSTAUATION. 7. DEVELOP BUILDING PADS, PARKING AND LANDSCAPE AREAS. 8. BEGIN CONSTRUCTION OF NEW BUILDING ANO CANOPY. 9. UPDATE AND MAINTAIN EROSION CONTlROL REQUIREMENTil 1'S NECESSARY. 10. INSTALL ALL DESIGNED UllUTlES CONCURRENTlLY WITH THE GRADING OF THE SrrE. 1 1. SrTE CONCRETE INSTALLATION. 12. PAVE THE SITE PER DESIGNS. 13. ALL SILTATION BARRIERS ANO BASINS SHALL BE MAINTAINED TD PROVIDE THE REQUIRED PROTECTION. 14. LANDSCAPE srrE. 15. REMOVE Al.l REMAINING EROSION CONTROL rrEMS ON APPROVAL BY THE CllY. DEMOLITION NOTES: 1. 2. 3. 6. 7. s. ALL PAVEMENTS, SI.ABS, GROUND COVER, UllLJTlES, EiC., INSIDE DEMOLJTlON LIMrT SHALL BE REMO'IED UNLESS OTHERWISE SHOWN ON THE PLANS. CONTRACTOR SHALL CAP /PLUG ALL UTIUTES WHICH ARE TO BE ABANDONED OR REMOVED. CONTRACTOR SHALL CONTACT AND COORDINATE W!THE VARIOUS UTILITY COMPANIES ON REQUESTING DISCONNECTIONS, REMOVALS AND OR RELOCATION OF EXISTING SERI/ICE DISRUPTION OF EXISTING SER'IICES TO REMAIN S BE COORDINATED Willi OWNER. CONTRACTOR SflALL ASSURE THAT ALL NECESSARY PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCING WORK. GENERAL CONTRACTOR SHALL CONFIRM DEWATERING AND/OR SHORING REQUIREMENTS WfTH GEOTECHNICAL ENGINEER. CONTRACTOR SHALL REPIACE ALL CURB, PAVING, AND LANDSCAPING DAMAGED IS A RESULT OF CONSTRUCTION. TEMPORARY SHORING MAY BE REQUIRED DURING TANK EXCAVATION TO AVOID EXISTING ADJACENT UTILITIES. CONTRACTOR SHALL INCLUDE ALLOWANCES FDR SHORING, SHOULD 1 :1 SIDE SLOPES NOT BE ALLOWED BY SOILS ENGINEER. DEWATERING OF EXCAVATIONS MAY BE REQUIRED. CONTRACTOR SHALL INCLUDE ALL PROVISIONS FOR DEWATERING OF EXCAVATIONS. CONTRACTOR SHALL PRIOR TO CONSTRUCTION OR REMOVAL OF FEATURES, FlaD VERIFY AND CONFIRM LIMITS OF DEMOLJTlON IS WELL IS EXISTING UTIUTES AND FEATURES TO REMAIN. SEE ALSO SHEET C1. . ~f ·"'-BA.>;, BENCH MARX DCSCRIPTION: TOP OF 3' BRASS DISK WrTHIN MONUMENT CENTERLINE LOCATION: WJ;;LL MQNUMENI AI lliE l~IERSE!:;IIQ~ QE LA QQfill\ AYE~UE /!tlll EL t;AMl~Q BEAL. RE:CORDED: SAN DIEGO COUNTY Yl;!l]]CAL ~ENCMARK RECORDS ELEVATION: 15.997 DATUM: ~~Q 29 '' ~. ' " . " . : .. · ... DAtE INITIAL ,. /' . DATE INITIAL ENGINEER OF WO~K .. t .. J1,":I. REVISION DESCRIPTION OTJ,ER APPROVAL • -';"f' ,.:' ' ,,, . - DATE 18215 72ND AVENUE SOUTH KENT, WA 98032 ( 425)251-6222 ( 425)251-8782 FAX M\.~ CAL . CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIROMENTAL SERVICES 11 , I;~~:{ BUII T" , I //4/lj_) '3-3,(-~4-j • V RC Of(.O EXP, <t-i"'"" DATE REVIEIJED BY, -z=:~.-fj ' lff ,"I• ff- INSPECTOR -DATE I S~ET I CITY OF CARLSBAD I SH;ETS I ENGINEERING DEPARTMENT TEMPORARY EROSION/ SEDIMENTATION CONTROL PLAN CARLSBAD FUELS CORP.-GASOLINE FACILITY 7602 EL CAMINO REAL CARLSBAD, CA APPROVED. . . ~ Ac~ ;f.1/Sj tY.'1..-~. J•-·~ Ir c:::: !Cc"";:: ?·$1>-.n:J LLOYD )~,i!lBS"P.E. 23889 DIRECTOR OF PUBLIC WORKS EXP. 12-31-05 DWN BY: PROJECT NO. DRAWING NO. INITIAL CITY APPROVAL CHKD BY:~ RVWD BY: CUP 97-3 (A) 410-9A 08l303 -I m ,n ~ N " di ,n "· N .; I 0, en ,. N_ ~ I m ,n h N 2 '" C " .2 0 0 0 ·" II - m '6 u ,o C, "' a, 0 C, 0 0 GI '• "' ·-,. 0 • E c= ... 2 0 0 .,, • ~ ~ rn ,n C C· / rn ~ C ·c w m ·S-, G) C ..... 0 / rn 0 .c .a:. . -/ ~ o; ..... C, 0 0 0 ,. 0 I / cc CD '" )> C: