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<br />ST LOUISE AVENUE
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<br />DISPENSERS, TTP.
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<br />S 89'59'05" W 88.59' -
<br />oPETROLEUM
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<br />PETROLEUM PROJECT DESCRIPTION
<br />REMOVE EXISTING <'2.I - 10,000 GAL. 4 ( 1) - 8DOO FIBERCSLASS TAN1G8, PIPING, ISLAND,
<br />DISPENSERS AND SLABS. REPLACE WITH NEW USTs, PIPlIWj, BOLLARDS, DISPENSERS,
<br />PANS AND SLAW.
<br />124 ► •
<br />O. REMOVE EXISTING USTs, PIPING, DISPENSERS, ISLAND AND SLABS.
<br />1. (3) TANK VENT RISERS - 0) TO REMOVE, (2) E.T.R. INSTALL NEW SWIWs JOINTS (2)
<br />AT BASE AND CONNECT TO NEW VENT LINES. INSTALL NEW PN VAL`/E/CAPS.
<br />2. 2"0 FIBERGLASS TANK VENT LINES SLOPED BACK TO EACH TANK AT 1/8"
<br />PER FOOT, MINIMUM.
<br />3. 6" SQUAD TUBE STL. PIPE BOLLARDS. COTE FILLED, SMOOTH TOP.
<br />PANT TO MATCH CANOPY COLORS. TYPICAL OF 8.
<br />4. GILBARCO 340 DISPENSER: W/ CRIND, ON 'BRAVO BOX' DISPENSER PAN.
<br />PROTIDE SEAL-_( FW / CONIDIlIT / WIRE PER MANUF. INSTALLATION
<br />\ PROCEDURES. i TYPIC 3.
<br />5. 3"o FIBERGLASS PHASE II APOR RECOVERY PIPING FROM DISPENSERS
<br />TO TANKS. SLOPE BACK TO TANKS AT 1/8" PER FOOT, M44IMLN1.
<br />6. 2"♦ PRODUCT PIPE W/ 3"0 SECONDARY CONTAINMENT PIPE. SLOPE BACK
<br />TO TANKS AT 1/8" PER FOOT, MINIMUM.
<br />1. NEW UNDER3ROUND STORAGE TANGS. (2) • 12000 DBL. WALL FRP.,
<br />BY XER -�ES CORP.
<br />S. BRINE FILLED TANK ANNULUS RESERVOIR W/ HYDROSTATIC LEVEL SENSOR
<br />AND 18" W.T. MANHOLE, TYPICAL OF 2.
<br />% TANK FILL WITH 5 GALLON (MIN.) FILL CONTAINMENT. TYPICAL OF 2.
<br />10. PHASE I VAPOR RECOVERY WITH 5 GALLON )MIN.) FILL CONTAINMENT.
<br />TYPICAL OF 2.
<br />11. MAGNETOSTRICTIVE TANK GAUGE WITHIN STP SUMP / MANWAY. TYPICAL OF 2.
<br />12. SUBMERSIBLE TURBINE PUMP (TYP. OF 2) W/IN 424 F.R.P. SUMP W/ FLOAT SWITCH
<br />SUMP PROBE, LID AND 36" MANWAY. AUTO STP SHUTDOWN ON PROBE ALARM.
<br />13. NEW 8" THICK CORETE TANK SLAB W/ 04 REBAR AT 18' O.G. BOTH WAYS.
<br />14. BACKFILL TRENCHES WITH PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLURRY
<br />COVER AND PAVING BASE, PROVIDE SLURRY CONCRETE 4" THICK MIN. OVER
<br />PEA GRAVEL W4ERE REQUIRED, ENGINEERED BACKFILL SHALL BE OF SUITABLE
<br />MATERIAL PLACED UNDER SUPERVISION OF GC SUPPLIED SOILS ENGINEER.
<br />3 CCP1E8 OF THE ENGINEER -6 REPORTS, INCLUDING 001 -TACTION REPORT, SHALL
<br />BE FORWARDED TO OWNER'S ARCHITECT WAN 20 DAYS OF PROJECT COMPLETION.
<br />15. NEW 6" THICK CONCRETE DRIVE SLAB W/ e4 REBAR AT 24" O.G. BOTH WAYS.
<br />OVER 6' AGGREGATE BASE.
<br />16. NEW MONITOR CONTROLS AND ALARM, W/ VISUAL a AUDIBLE ACCESSIBILITY.
<br />11. NEW E.S.O. WT14 VISIBLE SId-01, SEE GENERAL NOTES, CONFIRM LOCATION.
<br />18. EXISTING AIR / WATER UNIT, TO REMAIN.
<br />I% EXISTING AG. PAVING 1 CURBINCs, TO REMAIN. PATCH A,C. PAVING AND BASE
<br />AS RECIUIRED WdEN DISTURBED BY WORK.
<br />20. EXISTING CANOPY TO REMAIN. REMOVE EXISTING 400 W CANOPY LIGHTS (4).
<br />SANDBLAST EXISTING DECKING / CoUTTERM FSP, PAINT AND CAULK
<br />EXISTING DECKING / GUTTERING, INSTALL. (6) NEW, OWNER SUPPLIED, 320 WATT
<br />SM.H. SCOTTSDALE CANOPY LIGHTS, AS SHOWN.
<br />2L PAINT ALL EXPOSED METALS, UNLESS PRERNISI-ED, W/ SUITABLE PAINT,
<br />N APPROVED COLORS.
<br />22. REMOVE EXISTING BROKEN CURBING AND REPLACE, AS SHOWN. PROVIDE AND
<br />INSTALL PAVINCs TO MATCH EXISTING, AS REQUIRED.
<br />23. GZ. SHALL BE RESPONSIBLE FOR ALL WOR, SHOWN ON THESE PLANS
<br />AND SUPPORTING DOCUMENTS, UNLESS SPECIFICALLY LISTED AS BY OTHERS.
<br />24, CONFIRM : TE, OR SUPPLY 4 INSTALL, DEDICATED/ISOLATED
<br />SINGLE PONT &ROUND SYSTEM FOR ALL NEW ELECTRONIC EQUIPMENT.
<br />PLEAS PREFER TO DETAIL. NEW &ME SUPPIRESSOR PROVIDED AND
<br />INSTALLED BY GSC, MODEL PS -12 SURGE MANAdEMENT SYSTEM.
<br />25. REPLACE EXIST, AREA LIGHTS 4 POLE W/ NEW OWER SUPPLIED LKW$400LE.
<br />RECONNECT ELECTRICAL. VERIFY CONDUCTOR/ BREAKER REOWREhETlTS
<br />AND REPLACE AS RE62T%
<br />26. SUPPLY/ INSTALL. MISSING DBL TUBE FLUORESCENT SOFFIT FIXTURES (TT'P. OF 3)
<br />AS SNO11 8 FT. FIXTURES. FIELD VERIFY.
<br />21. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER
<br />MAMPACTURER'S "TRUCTIOIB, APPLICABLE CODES AND STANDARDS,
<br />THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY REQUI TS.
<br />28. EXIST. LANDSCAPE TO REMAIN. PROTECT EXIST. S S AND PLANT
<br />MATERIAL DURING CONST. AS MUCH AS POSSIBLE. REPLACE PLANTS 1 REPAIR
<br />STRUCTURES AS REOIIRED WHEN DISMIRSED BY WORT, (MATC14 EXISTING)
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<br />121
<br />1196 W. LOUISE AVE.
<br />MANTECA, CA 95336
<br />(209) 239-2991
<br />SAN JOAQUIN COUNTY
<br />,4PN 211-410-43
<br />ALTON
<br />NGINEERING. INC.
<br />jw
<br />PO. BOX 1028
<br />843 RISKE L4NE
<br />WEST SACRAMENTO, CA 18691
<br />(Sib) 312 -WO 313-11`12
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<br />COPYRIGHT 0 1997
<br />DRAW) BY TGAMEL
<br />CHKD' BY MEL
<br />DATE 19 NOV 91
<br />SCALE I" a 10'
<br />306 NO. 43610
<br />SHEET TITLE
<br />PETROLEUM
<br />SITE PLAN
<br />-
<br />00
<br />PET
<br />OF 1 SHEETS
<br />EXISTING
<br />CONVENIENCE
<br />I 28
<br />STORE
<br />�I
<br />�I 18
<br />I
<br />I
<br />I
<br />I
<br />-
<br />S 89'59'05" W 88.59' -
<br />oPETROLEUM
<br />0 IV 20 so 40 50
<br />rl
<br />PETROLEUM PROJECT DESCRIPTION
<br />REMOVE EXISTING <'2.I - 10,000 GAL. 4 ( 1) - 8DOO FIBERCSLASS TAN1G8, PIPING, ISLAND,
<br />DISPENSERS AND SLABS. REPLACE WITH NEW USTs, PIPlIWj, BOLLARDS, DISPENSERS,
<br />PANS AND SLAW.
<br />124 ► •
<br />O. REMOVE EXISTING USTs, PIPING, DISPENSERS, ISLAND AND SLABS.
<br />1. (3) TANK VENT RISERS - 0) TO REMOVE, (2) E.T.R. INSTALL NEW SWIWs JOINTS (2)
<br />AT BASE AND CONNECT TO NEW VENT LINES. INSTALL NEW PN VAL`/E/CAPS.
<br />2. 2"0 FIBERGLASS TANK VENT LINES SLOPED BACK TO EACH TANK AT 1/8"
<br />PER FOOT, MINIMUM.
<br />3. 6" SQUAD TUBE STL. PIPE BOLLARDS. COTE FILLED, SMOOTH TOP.
<br />PANT TO MATCH CANOPY COLORS. TYPICAL OF 8.
<br />4. GILBARCO 340 DISPENSER: W/ CRIND, ON 'BRAVO BOX' DISPENSER PAN.
<br />PROTIDE SEAL-_( FW / CONIDIlIT / WIRE PER MANUF. INSTALLATION
<br />\ PROCEDURES. i TYPIC 3.
<br />5. 3"o FIBERGLASS PHASE II APOR RECOVERY PIPING FROM DISPENSERS
<br />TO TANKS. SLOPE BACK TO TANKS AT 1/8" PER FOOT, M44IMLN1.
<br />6. 2"♦ PRODUCT PIPE W/ 3"0 SECONDARY CONTAINMENT PIPE. SLOPE BACK
<br />TO TANKS AT 1/8" PER FOOT, MINIMUM.
<br />1. NEW UNDER3ROUND STORAGE TANGS. (2) • 12000 DBL. WALL FRP.,
<br />BY XER -�ES CORP.
<br />S. BRINE FILLED TANK ANNULUS RESERVOIR W/ HYDROSTATIC LEVEL SENSOR
<br />AND 18" W.T. MANHOLE, TYPICAL OF 2.
<br />% TANK FILL WITH 5 GALLON (MIN.) FILL CONTAINMENT. TYPICAL OF 2.
<br />10. PHASE I VAPOR RECOVERY WITH 5 GALLON )MIN.) FILL CONTAINMENT.
<br />TYPICAL OF 2.
<br />11. MAGNETOSTRICTIVE TANK GAUGE WITHIN STP SUMP / MANWAY. TYPICAL OF 2.
<br />12. SUBMERSIBLE TURBINE PUMP (TYP. OF 2) W/IN 424 F.R.P. SUMP W/ FLOAT SWITCH
<br />SUMP PROBE, LID AND 36" MANWAY. AUTO STP SHUTDOWN ON PROBE ALARM.
<br />13. NEW 8" THICK CORETE TANK SLAB W/ 04 REBAR AT 18' O.G. BOTH WAYS.
<br />14. BACKFILL TRENCHES WITH PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLURRY
<br />COVER AND PAVING BASE, PROVIDE SLURRY CONCRETE 4" THICK MIN. OVER
<br />PEA GRAVEL W4ERE REQUIRED, ENGINEERED BACKFILL SHALL BE OF SUITABLE
<br />MATERIAL PLACED UNDER SUPERVISION OF GC SUPPLIED SOILS ENGINEER.
<br />3 CCP1E8 OF THE ENGINEER -6 REPORTS, INCLUDING 001 -TACTION REPORT, SHALL
<br />BE FORWARDED TO OWNER'S ARCHITECT WAN 20 DAYS OF PROJECT COMPLETION.
<br />15. NEW 6" THICK CONCRETE DRIVE SLAB W/ e4 REBAR AT 24" O.G. BOTH WAYS.
<br />OVER 6' AGGREGATE BASE.
<br />16. NEW MONITOR CONTROLS AND ALARM, W/ VISUAL a AUDIBLE ACCESSIBILITY.
<br />11. NEW E.S.O. WT14 VISIBLE SId-01, SEE GENERAL NOTES, CONFIRM LOCATION.
<br />18. EXISTING AIR / WATER UNIT, TO REMAIN.
<br />I% EXISTING AG. PAVING 1 CURBINCs, TO REMAIN. PATCH A,C. PAVING AND BASE
<br />AS RECIUIRED WdEN DISTURBED BY WORK.
<br />20. EXISTING CANOPY TO REMAIN. REMOVE EXISTING 400 W CANOPY LIGHTS (4).
<br />SANDBLAST EXISTING DECKING / CoUTTERM FSP, PAINT AND CAULK
<br />EXISTING DECKING / GUTTERING, INSTALL. (6) NEW, OWNER SUPPLIED, 320 WATT
<br />SM.H. SCOTTSDALE CANOPY LIGHTS, AS SHOWN.
<br />2L PAINT ALL EXPOSED METALS, UNLESS PRERNISI-ED, W/ SUITABLE PAINT,
<br />N APPROVED COLORS.
<br />22. REMOVE EXISTING BROKEN CURBING AND REPLACE, AS SHOWN. PROVIDE AND
<br />INSTALL PAVINCs TO MATCH EXISTING, AS REQUIRED.
<br />23. GZ. SHALL BE RESPONSIBLE FOR ALL WOR, SHOWN ON THESE PLANS
<br />AND SUPPORTING DOCUMENTS, UNLESS SPECIFICALLY LISTED AS BY OTHERS.
<br />24, CONFIRM : TE, OR SUPPLY 4 INSTALL, DEDICATED/ISOLATED
<br />SINGLE PONT &ROUND SYSTEM FOR ALL NEW ELECTRONIC EQUIPMENT.
<br />PLEAS PREFER TO DETAIL. NEW &ME SUPPIRESSOR PROVIDED AND
<br />INSTALLED BY GSC, MODEL PS -12 SURGE MANAdEMENT SYSTEM.
<br />25. REPLACE EXIST, AREA LIGHTS 4 POLE W/ NEW OWER SUPPLIED LKW$400LE.
<br />RECONNECT ELECTRICAL. VERIFY CONDUCTOR/ BREAKER REOWREhETlTS
<br />AND REPLACE AS RE62T%
<br />26. SUPPLY/ INSTALL. MISSING DBL TUBE FLUORESCENT SOFFIT FIXTURES (TT'P. OF 3)
<br />AS SNO11 8 FT. FIXTURES. FIELD VERIFY.
<br />21. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER
<br />MAMPACTURER'S "TRUCTIOIB, APPLICABLE CODES AND STANDARDS,
<br />THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY REQUI TS.
<br />28. EXIST. LANDSCAPE TO REMAIN. PROTECT EXIST. S S AND PLANT
<br />MATERIAL DURING CONST. AS MUCH AS POSSIBLE. REPLACE PLANTS 1 REPAIR
<br />STRUCTURES AS REOIIRED WHEN DISMIRSED BY WORT, (MATC14 EXISTING)
<br />O L
<br />uq py TM
<br />Y t L>D
<br />W W w0
<br />10 IC 0 4
<br />a< aQ
<br />0m10
<br />06
<br />Q xZ Z2 �®
<br />g
<br />00 WO 09)
<br />w Cw 0x
<br />(� ® IY N cc r 4
<br />LL IL Q4. IL
<br />VEP
<br />QUIK STOP
<br />121
<br />1196 W. LOUISE AVE.
<br />MANTECA, CA 95336
<br />(209) 239-2991
<br />SAN JOAQUIN COUNTY
<br />,4PN 211-410-43
<br />ALTON
<br />NGINEERING. INC.
<br />jw
<br />PO. BOX 1028
<br />843 RISKE L4NE
<br />WEST SACRAMENTO, CA 18691
<br />(Sib) 312 -WO 313-11`12
<br />Ni" JW MfCr4dM0A de
<br />Wto" CP HM4M P84M M
<br />PPGTWT PK&XN 8014MOU W-
<br />AD awl N7!S00 PM ANr PWM
<br />m=NWNCHP vwmN!Y"m
<br />am assa.w Nw
<br />awl N7! d a�corm OR MA=
<br />unart Ns Waal" a
<br />relnx+wtwwa m NG
<br />COPYRIGHT 0 1997
<br />DRAW) BY TGAMEL
<br />CHKD' BY MEL
<br />DATE 19 NOV 91
<br />SCALE I" a 10'
<br />306 NO. 43610
<br />SHEET TITLE
<br />PETROLEUM
<br />SITE PLAN
<br />-
<br />00
<br />PET
<br />OF 1 SHEETS
<br />
|