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<br />WEST LOUISE AVENUE
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<br />S 89'59'05" W 8859' - --
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<br />PETROLEUM S I T E P L A N
<br />SCALE: P - D' USE d R,4PNiC SCALE FOR REDUCED PLOTS
<br />0 To 20 w :0 90
<br />PETROLEUM PROJECT DESCRIPTION
<br />REMOVE EXISTING (2) - 10,000 GAL. t c 1) - 84-A00 FIBER3LA88 TANKS, PIPING, ISLAND,
<br />DISPENSERS AND SLABS, REPLACE WITH NEW USTs, PIPIWs, BOLLARDS, DISPENSERS,
<br />PANS AND SLABS.
<br />KEYNOTES
<br />O. REMOVE EXISTING USTs, PIPING, DISPENSERS, ISLAND AMID SLABS.
<br />1. (3) TANK VENT RISERS - 0) TO REMOVE, (2) E.T.R.INSTALL NEW SW 's JOINTS (2)
<br />AT BASE AND CONNECT TO NEW VENT L4S. INSTALL NEW P/V VAL'vE/CAPS.
<br />2. 2"a FIBERGLASS TANK vENT LINES SLOPED BACK TO EACH TANK AT 1/8"
<br />PER FOOT, MINIMUM.
<br />3. 6" SQUARE TUBE STL. PIPE BOLLARDS. CONCRETE FILLED, SMOOTH TOP.
<br />PAINT TO MATCH CANOPY COLORS. TYPICAL OF 8,
<br />4. GILBARCO 3-0 DISPENISER. W/ CRIND, ON 'BRAVO BOX' DISPENSER PAN.
<br />PROVIDE SEAL-gW'o / C *IWT / WIRE PER MAN.F. INSTALLATION
<br />PROCEDURES. (TYPICAL =IF 3.1
<br />- 5. 3"o FFIBERGLASS PHASE 11 VAPOR RECOVERY PIPING FROM DISPENSERS
<br />TO TANKS. SLOPE BACK TO TANKS AT 1/8" PER FOOT, MINIMUM.
<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 Lk,11DERCiROUND, STORAGE TANKS. (2) s 12000 DBL. WALL F.RP.,
<br />BY >,SMIES CORP.
<br />8. BRINE FILLED TANK ANI•IJLUS RESERVOIR W/ HYDROSTATIC LEVEL SENSOR
<br />AND 18- W.T. MANHOLE, TYPICAL OF 2.
<br />S. TANK FILL WITH 5 GALLON (MIN.) FILL CONTAINMENT. TYPICAL OF 2.
<br />10. MASE I VAPOR RECOVERY WITH 5 GALLON (MIND FILL CONTAINMENT.
<br />TYPICAL. OF 2.
<br />IL MAGNETOSTRICTIVE TANK GAUGE WITHIN STP SCAMP / MANWIAY. TYPICAL OF 2.
<br />12. SUBMERSIBLE TURBINE PUMP (TYP. OF 2) WAN 424 F.R.P. SUMP W1 FLOAT SWTCa
<br />SUMP PROBE, LID AND 36" MANWAY. AUTO STP SHUTDOWN ON PROBE ALARM.
<br />13. NEW 8' THICK C424C1RETE TANK SLAB W/ 04 REBAR AT 18" O.C. BOTH WAYS.
<br />14. BA01'-ILL TRENCHES WITH PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLILY
<br />COYER AND PAVINCs BASE, PROVIDE SLURRY CONCRgTE 4" THICK MIN. OVER
<br />PEA GRAVEL. WHERE REQUIRED, ENGINEERED BACKFILL SHALL BE OF SUITABLE
<br />MATERIAL PLACED UNDER SUPERVISION OF CC SUPPLIED SOILS EWGINEER
<br />3 COPIES OF THE ENGINEER'S REPORTS, INCL DING COMPACTION REPORT, SHALL
<br />BE FORWARDED TO OWNER'S ARCHITECT W/IN 20 DAYS OF PROJECT COMPLETIOR
<br />I5, NEW 6" THICK CONCRETE DRIVE SLAB W/ 04 REBAR AT 24" O.C. BOTH WAYS.
<br />OVER 6' AGGREGATE BASE.
<br />16. NEW MONITOR CONTROLS AND ALARM, W/'ASUAL d AUDIBLE ACCESSIBILITY.
<br />11. NEW E.S.O. WITH VISIBLE SIGN, SEE GENERAL NOTES, CONFIRM LOCATION.
<br />18. EXISTING AIR / WATER UNIT, TO REMAIN.
<br />ISS EXISTING A.G. PAYING A CURBING, TO REMAIN. PATCH A.C. PAVING AND BASE
<br />AS RECIUIRED WHEN DISTURBED BY WORK
<br />20. EXISTING CANOPY TO REMAIN. REMOVE EXISTING 400 W. CANOPY L*14T8 (4).
<br />SANDBLAST EXISTING DECKING / GUTTEMrss. PREP, PAINT AND CAULK
<br />EXISTING DECKING / GUTTERING INSTALL (6) NEW, OUTER SUPPLIED, 320 WATT
<br />S.M.W. SCOTTSOALE CANOPY LIGHTS, AS SHOWN.
<br />2L PAINT ALL EXPOSED METALS, UNLESS 1 REFINISHED, W/ SUITABLE PAINT,
<br />IN APPROVED COLORS.
<br />22. REMOVE EXISTING BROKEN CURBING AND REPLACE, AS SHOWN, PROVIDE AND
<br />INSTALL PAVING TO MATCH EXISTING, AS RECIJIRED.
<br />23. G.C. SHALL BE RESPONSIBLE FOR ALL WORK SHOWN ON THESE PLANS
<br />ANDMCI D00A-ENT$, UNLESS SPECIFICALLY LISTED AS BY OTHERS.
<br />24. CONFIRM 0 INCORPORATE, OR SUPPLY A INSTALLa DEDICATEDASOLATED
<br />SWiLE POINT GROUND SYSTEM FOR ALL NEW ELECTRONIC ECIJIPMENT.
<br />PLEASE REFER TO DETAIL. NEW SUR63E SUPPRESSOR PROVIDED AND
<br />INSTALLED BY G.G" MODEL PS -12 SUIRSE MANAGEMENT SYSTEM.
<br />25. REPLACE EXIST. AREA LIGHTS ! POLE W1 NEW OWNER SUPPLIED LIGHTS/POLE.
<br />RECONNECT ELECTRICAL. VERIFY CON DMUCTOR/ BREAKER REQUIREMENTS
<br />AND REPLACE AS REQ'D.
<br />26. SUPPLY/ INSTALL MISSING DBL. TUBE FLUORESCENT SOFFIT FIXTURES (TYP. OF 3)
<br />AS SHOWN ASSUME 8 FT. FIXTURES. FIELD VERIFY.
<br />21. ALL MATERIALS AND ECUIPMENT SHALL ISE INSTALLED AND TESTED PER
<br />MAJ,I,FACTI R'S INSTRUCTIONS, APPLICABLE CODES AND STANDARDS,
<br />THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY RECIUI ,
<br />28. EXIST. LANDSCAPE TO REMARL PROTECT EXIST. STRUCTURES AND PLANT
<br />MATERIAL DURING CONST. AS MATCH AS POSSIBLE. REPLACE PLANTS a REPAIR
<br />STRUCTURES AS REQUIRED WHEN DISTURBED BY WORK (MATCH EXISTING).
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<br />OUIK STOP
<br />121
<br />1196 U1. LOUISE AVE.
<br />MANTECA, CA 95336
<br />(209) 239-2951
<br />SAN JOAQUIN COUNTY
<br />APN 211-410-43
<br />1
<br />ALT'ON
<br />NGINEERING, CNC.
<br />P.O. BOX 1025
<br />843 R18KE LANE
<br />HEST SACRAMENTO, CA 96691
<br />(916) 312-1898
<br />FAX 313-R12
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<br />COPYRIGHT 0 1997
<br />DRAILN BY I - TG/MEL
<br />CHKD' BY I MEL
<br />DATE 19 NOV 91
<br />SCALE �" • 10'
<br />JOB NO. 43610
<br />SHEET TITLE
<br />PETROLEUM
<br />SITE PLAN
<br />-
<br />PET
<br />OF 1 SHEETS
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