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KEYNOTES W
<br /> 0. REMOVE EXISTING TANKS, ISLAND, DISPENSER$, LIGHTS, PIPING AND SLABS. I W O
<br /> (0 1
<br /> Wn
<br /> I. (2) NEW 2"m TANK VENT RISERS. INSTALL SWING JOINTS AT BASE d CONNECT
<br /> _1220' re TO vENT LINES. (- cor
<br /> -, o 0 0 2. 2"41 FIBERGLASS TANK VENT LINES SLOPED BACK TO EACH TANK AT 1/6" N M ~
<br /> PER FOOT, MINIMUM. - -- MW
<br /> E k3 RESTRI EXISTI PARKING -- -- ---- - PHONES, E.T.R n �S ( d) O
<br /> -- - - -- ti 3. 6' SQUARE TUBE STEEL BOLLARDS. CONCRETE FILLED, SMOOTH TOP. Q
<br /> E 2 ---1 K SU I----- � l PAINT WHITE, AS SHOWN. Q. .4 ,0
<br /> I O \.../ - �I` U �; 4. GILBARGO, 3+O MPP, FIXED BLENDER DISPENSERS ON 'BRAVO BOX' W V 0
<br /> Q
<br /> 1 � i CONTAINMENT/ SHEAR VALVE SYSTEMS. TYPICAL OF 2. PROVIDE F- ^
<br /> 1pa_`- --Tl---- -n r3--- -14 SEAL-OFF'B / CONDUIT / WIRE PER MANUR INSTALLATION PROCEDURES. @ ZE' O
<br /> 3_=_-- - --- - - - W Lo
<br /> _--------- Z
<br /> 12K RECi
<br /> l
<br /> 5. 3"4 FIBERGLASS PHASE II VAPOR RECOVERY PIPING FROM DISPENSERS Ll (l�? ;
<br /> J° 1 TO TANKS. SLOPE BACK TO TANKS AT 1/6" PER FOOT, MINIMUMh
<br /> t\ \ . �W Lo
<br /> 21"o PRODUCT PIPE W/ 3"0 SECONDARY CONTAINMENT PIPE. SLOPE BACK
<br /> To TANKS AT Va" PER FOOT, MINIMUM. LL 0
<br /> 1. NEW UNDERGROUND FUEL STORAGE TANKS. (2) AT 12000 GALLONS. DBL. WALL
<br /> -' (u F.R.P. BY XERXES CORPORATION. UNLEADED GASOLINE.
<br /> ~ 8. BRINE FILLED TANK ANNULUS RESERVOIR W/ HYDROSTATIC LEVEL SENSOR
<br /> lu
<br /> i I
<br /> I 4 O W AND 18" W.T. MANWAY. TYPICAL OF 2.
<br /> 2 O
<br /> ( 9
<br /> S. TANK FILL W/ 5 GALLON (MIN.) FILL CONTAINMENT. TYPICAL OF 2. Q U 1 K STOP
<br /> { 1
<br /> QUIK STOP 3 1 ¢ I 10. PHASE I VAPOR RECOVERY W/ 5 GALLON (MIN.) FILL CONTAINMENT. 39
<br /> EXISTING ^ \ �. ; TYPICAL OF 2. 2285 E. FREMONT ST.
<br /> Q / X MANWAY. TYPICAL OF 2. STOCKTON GA 95205
<br /> CONVENIENCE 2 ,�
<br /> / QG 0.1., E.T.Ft � II. MAGNETOSTRICTIvE TANK GAUGE W/IN STP SUMP/
<br /> STORE v 3 a� (209) 464-1038
<br /> �, / \ 12. SUBMERSIBLE TURBINY PdMP��ITYP. OF 2) W/IN 48 9 F. , P SUMP W/ FLOAT SWITCH
<br /> PROBSAN JOAQUIN COUNTY
<br /> E; LID AND 42" MANWAY. AUTO STP 5H11Q�1`.IERdk�3tALAR�hLA✓
<br /> 2100 SQ. FT. - 30'xI0 w SUMP APN 141-214-03
<br /> 02 fs
<br /> W 13. NEW 6" THICK CONCRETE TANK SLAB W/ "4 REBAR AT 15" O.G. BOTH WAYS.
<br /> 1 ° :4 5D: 5x0 / .t �F
<br /> Q I
<br /> ° � r j 14. BACKFILL TRENCHES WITH PEA GRAVEL TO LEVEL REQUIRED FOR NEW SLURRY
<br /> 1 COVER AND PAVING BASE. PROVIDE SLURRY CONCRETE 4" THICK MIN. OVER
<br /> PEA GRAVEL. WHERE REQUIRED, ENGINEERED BACKFILL SHALL BE OF SUITABLE ALTON
<br /> 0.1, E.TR MATERIAL PLACED UNDER SUPERVISION OF GC SUPPLIED SOILS ENGINEER
<br /> \ / 3 COPIES OF THE ENGINEER'S REPORTS, INCLUDING COMPACTION REPORT, SHALL W NGINEERING, INC.
<br /> BE FORWARDED TO OuNER'S ARCHITECT W/IN 20 DAYS'OF PROJECT COMPLETION.
<br /> 15. NEW 6" THICK CONCRETE DRIVE SLAB W/ 04 REBAR AT. 24" O.G. BOTH WAYS. P.O. BOX 10215
<br /> OVER 6" AGGREGATE BASE. 843 R16KE LANE
<br /> 1
<br /> ` WEST SACRAMENTO, CA 95691
<br /> 16. MONITOR CONTROLS/ALARM, W/ VISUAL d AUDIBLE ACCESS. VERIFY LOCATION. (916) 312-1888
<br /> I j FAX 313-1112
<br /> - - - - - - �� 11. NEW E.S.O. W/ VISIBLE SIGN, SEE GENERAL NOTES.
<br /> THESE D 16 O AND SPECIPVIAN THE AS
<br /> 18. EXISTING AIR/WATER UNIT, TO REMAIN. ROPEPIENTS OALTRV CE,REHA ,, IN
<br /> EXISTING DRIVEWAY _ / V $HALLNOf' !J.TR{ENC MEEPoMi, INC.
<br /> _._./ � AVD ONN.L NOT o0�D POR ANY PI1RF09E
<br /> - --- - - AS REQUIRED WHEN DISTURBED BY AIORK C. PAVING AND BASE OTHER THAN iPAASO. HM HAVE
<br /> BEENHERTHAN TH PP"ED.THESE HAVE
<br /> SHALL NOT BE REFRODI10E� COPIED OR TRACED
<br /> 19. EXISTING A.G. PAVING d CURBING, TO REMAIN. PATCH
<br /> JTHOJT THE EW1f956 ITTEN CONSENT OF
<br /> 20. NEW CANOPY, 24'x38)' (120 6P.), 14'-6" MIN, CLEAR, W/ 30" AGM (WHITE) FASCIA, wALrcNEr4GiNEERNC,INC.
<br /> 20 GA. MIN. PREFINISHED WHITE DECKING/GUTTERS. INSTALL 6-320 WATT SMH COPYRIGHT © 1998
<br /> (1-81 SCOTTSDALE) LIGHTS, SUPPLIED BY OWNER INTERNAL DRAINS/CONDUITS.
<br /> CANOPY SUPPLIER SHALL ENGINEER PERMIT, SUPPLY (INCLUDING AB's) AND
<br /> ERECT BY CONTRACT WITH OWNER, AND INSTALL OWNER-SUPPLIED LIGHTS. DRAWN BY MEL/TG
<br /> F R E M O N T S T R E E T G.C. SHALL INSTALL AB'B, PROVIDE d INSTALL FOOTINGS PER SHOP DWG$., AND - —
<br /> PROVIDE ELECTRICAL CONNECTIONS. "FLOOD" TEST CANOPY AFTER CHKD' BY MEL
<br /> COMPLETION W/ OWNER'S AGENT PRESENT. G.G. SHALL CONNECT D.S. TO EXIST.
<br /> 4" S.D. PER CITY STANDARDS. _
<br /> DATE 30 JUL 98
<br /> 21. PAINT ALL EXPOSED METALS, UNLESS PREFINISHED, W/ SUITABLE PAINT, SCALE I" = 10'
<br /> IN APPROVED COLORS. JOB NO. 43510
<br /> P E T R O L E U M S I T E P L A N 22, G.G. SHALL BE RESPONSIBLE FOR ALL WORK SHOWN ON THESE PLANS AND
<br /> - - - ---- - - - -- - -- - 1 SUPPORTING DOCUMENTS, UNLESS SPECIFICALLY LISTED AS BY OTHERS. REVISIONS
<br /> SCALE: I" . 10'
<br /> 23. CONFIRM d INCORPORATE, OR SUPPLY d INSTALL: DEDICATED/ISOLATED DATE REV DESCRIPTION B
<br /> I _
<br /> SINGLE POINT GROUND SYSTEM FOR ALL NEW ELECTRONIC EQUIPMENT. - --
<br /> rp 10 20 30 40 50 PLEASE REFER TO DETAIL. NEW SURGE SUPPRESSOR PROVIDED AND
<br /> INSTALLED BY G.G., MODEL PS-12 SURGE MANAGEMENT SYSTEM.
<br /> 1
<br /> PETROLEUM PROJECT DESCRIPTION GENERAL NOTES --
<br /> REPLACE (2) 10,000 GAL. SGL. WALL STEEL TANKS WITH (2) DBL. WALL FIBERGLASS TANKS, PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED IN ACCORDANCE WITH UFC -
<br /> (BRINE FILLED INTER$TITIALS). REMOVE PIPING, ISLANDS, DISPENSERS AND SLABS. REPLACE
<br /> STANDARD 10-1 AND AS OTHERWISE REQUIRED BY ARTICLE 19 (UFC 1901.5.3).
<br /> WITH NEW PIPING, ISLANDS, DISPENSERS AND SLABS. GASOLINE DISPENSERS ARE TO BE INSTALL AT LEAST ONE PORTABLE FIRE EXTINGUISHER (F.E.) W/ A MINIMUM RATING
<br /> FIXED BLENDER, MULTI-PRODUCT. A MOUNTGBBRACKE TORrINUXTIG15HER TO 5,E AFFIXED TO A GATION ON
<br /> A FIRE EXTINGUISHER CABINET.d -
<br /> A CLEARLY LABELED, MANUALLY OPERATED PUMP MASTER SWITCH SHALL s
<br /> BE PROVIDED IN AN APPROVED LOCATION W/IN 100 FEET, BUT NOT NEARER SHEET TITLE
<br /> THAN 20 FEET TO, ANY DISPENSER. WHERE SUCH MASTER SWITCH IS NOT
<br /> VISIBLE FROM ALL DISPENSERS, THE LOCATION THEREOF SHALL BE INDICATED
<br /> BY APPROVED SIGNS. SIGNS IDENTIFYING THE PUMP MASTER SWITCH SHALL
<br /> BE LABELED "EMERGENCY FUEL SHUTDOWN DEVICE". THE MASTER SWITCH ON PETROLEUM
<br /> ALL INDIVIDUAL PUMP CIRCUIT SWITCHES SHALL BE SET IN THE "OFF" POSITION
<br /> BEFORE CLOSING THE STATION FOR BU51NES$ AT ANY TIME. (UFC 5201.5.3) SITE PLA N
<br /> ALL CONCRETE USED FOR DRIVE AND TANKS SLABS, CURBS AND OTHER YARD
<br /> FEATURES SHALL BE CAPABLE OF PA661ING A MINIMUM COMPRESSIVE STRENGTH
<br /> OF 2500 P.8.1. AFTER 28 DAYS, AND SHALL CONTAIN 1 (SEVEN) POUNDS OF
<br /> LAMPBLACK PER CUBIC YARD (USE DAVIS 8084) AS PART OF THE READY-MIX.
<br /> ALL MATERIAL$ AND EQUIPMENT SHALL E3E INSTALLED AND TESTED PER e
<br /> MANUFACTURER'S INSTRUCTIONS, APPLICABLE CODES AND STANDARDS,
<br /> THE PLANS AND SPECIFICATIONS, AND LOCAL AGENCY REQUIREMENT$. OF -I SHEETS
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