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W ES T L O U 18 E AV ENUE
<br />j S S9"59'05" W 1183'
<br />22" 4SX30 C:LR. LEVEL AREA
<br />(2% MAX) TYP. EACH SIDE
<br />5% SLOPE D' AROUND
<br />1DISPENSERS, TYP.
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<br />EASTII ra PARK ING, TO JZMAIN i
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<br />iEXISTING
<br />bI r CONVENIENCE
<br />28E STORE
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<br />PETROLEUM
<br />SCALE. I' - 10' USE GIRAPVtC SCALE FOR REDUCED MOTO
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<br />PETROLEUM PROJECT DESCRIPTION
<br />REMOVE EXISTING ('-) - I0A00 GAL. a (1) - SA00 FIBEi AS$ TANKS, PIPING, ISLAND,
<br />DISPENSERS AND SLABS. REPLACE WITH NEW USTs, PIPING, BOLLARDS, DISPENSERS,
<br />PANS AND SLABS.
<br />O. REMOVE EXISTING USTs, PIPING, DISPENSERS, ISLAND AND SLABS.
<br />I. (3) TANK VENT RISERS - (I) TO R EMOI/E, (2) ETA INSTALL NEW SWING ,DINTS (2)
<br />AT BASE AND CONNECT TO NEW `/ENT LINES. INSTALL NEW P//VALVE/CAPS.
<br />2. 2"s FIBERGLASS TANK VENT LINES SLOPED BACK TO EACH TANK AT 1/8"
<br />PER FOOT, MINIMUM.
<br />3. 6" SQUARE TUBE $%. PIPE BOLLARDS. COdCRETE FILLED, SMOOTH TOP.
<br />PAINT TO MATCH CANOPY COLORS. TYPICAL OF 8.
<br />4. GIL15ARCO 340 DISPENSER W/ CRIND, ON 'BRAVO BOX' DISPENSER PAN.
<br />PROVIDE SEAL-OFF's / CONDUIT / WIRE PER MANUF. INSTALLATION
<br />PROCEDURES. TYPICAL OF 2.
<br />5. 3'0 FIBERGLASS PHASE II VAPOR RECOVERY PIPING FROM DISPENSERS
<br />TO TANKS. SLOPE BACK TO TANKS AT V8" PER FOOT, MINIMUM.
<br />6. 24 PRODUCT PIPE W/ 3"0 SECONDARY CONTARFMENT PIPE. SLOPE BACK
<br />TO TANKS AT V8" PER FOOT, MINIMUM.
<br />1. NEW UNDERGROUND STORAGE TANKS. (2) • Y2,000 DBL. WALL FAP.,
<br />BY XERXES CORP.
<br />8. RINE FILLED TANK ANNULUS RESERYOIR W/ HYDROSTATIC LEVEL SENSOR
<br />AND 18' W.T. MANHOLE, TYPICAL OF 2.
<br />9. TANK FILL WITH 3 GALLON (MR) FILL CONTAINMENT. TYPICAL OF 2.
<br />10. PNA 1VAPOR RECAVERY WITH 5 GALLON CMNJ FILL GONTAINIhENT.
<br />TYPICAL OF 2.
<br />11. MAGNETOSTRICTIVE TANK GAUGE WITHIN STP SUMP / MANWAY. TYPICAL OF 2.
<br />12. SIEMERIBLE TURBINE PUMP (TYP. OF 2) WAN 42"s F.R.P. SUMP W/ FLOAT SWITCH
<br />SUMP PROBE, LID AND 36" MANWAY. AUTO STP SHUTDOWN ON PROBE ALARM.
<br />13. NEW 8" THIOL CONCJWTE TANK SLAB W/ °4 RREBAR AT 18' OC, BOTH WAYS.
<br />14. BACKFILL TRENCHES WITH PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLURRY
<br />COVER AND PAVING BAW. PROVIDE SLURRY CONCRETE 4" THIOL MN OVER
<br />PEA GRAVEL. F RECIIIRED, ENGINEERED 15AC106ILL SHALL BE LAID IN 6" LIFTS,
<br />EACH LFT MOISTURE CONDITIONED AND COMPACTED TO A MINIMUM OF 10%
<br />RELATIVE COMPACTION, OR PER GEOTECH. ENGNEERII Ga 9a GOMNEtJDATION/1EPORT.
<br />15. NEW 6" THICK =CRETE DRIVE SLAB W1 04 REBAdR AT 24" O.C. BOTH WAYS.
<br />OVER 6" AGGREGATE BASE.
<br />16. NEW MONITOR CONTROLS AND ALARM, W/ VISUAL ! AUDIBLE ACCESSIBILITY.
<br />11. NEW E.S.O. WITH '/ISIBLE SIGN, SEE GENERAL NOTES, CONFIRM LOCATION
<br />I8. EXISTING AIR / WATER UNIT, TO REMAIN.
<br />19. EXISTING A.C. PAVING t CURBING, TO REMAIN. PATCH A.C. PAVING AND BASE
<br />AS REQJIRED UJ EN DISTURBED BY WORK.
<br />20. EXISTING CANOPY TO FelAIN. RgN10VE EXISTING 400 W. CANOPY LIGHTS (4).
<br />SANDBLAST EXISTING DECKING / GUttERW .& PREP, PANT AND CAULK
<br />EXISTING DECKING / GUTTERING. INSTALL (6) NEW, OWNER SUPPLIED, 320 WATT
<br />SMA SCOTTSDALE CANOPY LIGHTS, AS 6WOUR
<br />21. PANT ALL EXPOSED METALS, U4LES6 I EFINISHED, W/ SUITABLE PANT,
<br />IN APPROVED COLORS.
<br />22. EXISTING BROKEN ONG AND REPLACE, AS SHOWN. PROVIDE AND
<br />INSTALL PAvNG TO MATCH EXISTING, AS REOUIRED.
<br />23. G.C. SHALL Be RESPONSIBLE FOR ALL WAG eNOWN ON THESE PLANS
<br />AND SUPPORTING DOCUMENTS, UNLESS SPECFICALLY LISTED AS BY OTHERS.
<br />24. CONFIRM a INCORPORATE, OR SUPPLY a INSTALL: DEDICATEPASO-ATED
<br />SINGE PONT GROU4D SYSTEM FOR ALL NEW ELECTRONIC EQWPMENT.
<br />PLEASE REFER TO DETAIL. NEW SURGE WPPIRE66OR PROVIDED AND
<br />INSTALLED BY GCC, MOM PS -12 SURGE MANAGEMENT SYSTE'1.
<br />25. REPLACE EXIST. AREA LIGHTS 4 POLE W/ NEW CWNM SUPPLIED LraWTS/POLE.
<br />REGONhECT ELECTRICAL. VERIFY OR/ REQUItEM ERT8
<br />AND REPLACE AS REGIV.
<br />26. SUPPLY/ INSTALL MISSING DBL. TUBE FLUORESCENT SOFFIT FIXTURES (TYP. OF 3)
<br />AS SHOWN. ASSUME 6 FT. FIXTURES. FIELD VERIFY.
<br />21. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND TESTED PER
<br />MA"ACTURE" INSTRUCTIONS, APPLICABLE CODES AND STANDARDS,
<br />THE PLANS AND SPECIFICATION", AND LOCAL AGENCY REWIREMENTS.
<br />28 EXIST. LANDSCAPE TO RE MA R PROTECT EXIST. STRUCTURES AND PLANT
<br />MATERIAL DURING CONST. AS MUCH AS POSSIBLE. REPLACE PLANTS s REPAIR!
<br />STRUCTURES AS REO.UIIED WHF 4 DISTURBED BY WOW (MATCH EXISTING).
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<br />QUIK STOP
<br />121
<br />IIS6 W. LOUISE AVE.
<br />MANTECA, CA 95336
<br />(209) 239-2957
<br />SAN JOAQUIN COUNTY
<br />APN 21l-410-43
<br />ALTONI
<br />NGINEERING, INC.
<br />P.O.we
<br />BOX im
<br />843 RMKE LANE
<br />WEST SACRAMENTO, CA 93691
<br />(916) 312-1808
<br />FAX 313-IPT2
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<br />COPYRIGHT 0 1997
<br />,-DRAIN BY TG/MEL
<br />Cwv BY MEL
<br />DATE I9 ND`/ 91
<br />SCALE I" • 10'
<br />NO. 43610
<br />"ST TITI_rz
<br />PETROLEUM
<br />SITE PLAN
<br />-1
<br />1F 1 SHEETS
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