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1/8- <br />1/4- STL PLATE WELDED TO <br />JI I t <br />THE TOP. ROAM BURNS <br />1 <br />G l' <br />/ <br />4' WILE SILVER <br />(N) BOLLARDS 8 s <br />SEE DETAIL „P <br />o <br />REFLECTIVE TAPE. <br />PATCH EDGE <br />TYP. <br />•I <br />POLYMER MODIFIED <br />PAINT W/2 COATS OF SHERIMN WILLIAMS <br />PATCHING MORTAR <br />DEEP UFT <br />'POLANE' H.S. POLYURETHANE ENAMEL, <br />C PAT04 <br />FROM NEW <br />SAFETY YELLOW <br />EDGE OF <br />CONCRETE <br />SET FLUSH <br />4' O.D. SIL PIPE <br />(E) CONCRETE PAVEMENT <br />W/GRADE <br />REDD TO AVOID (E) <br />TOP OF <br />5' O.D. SIL PIPE (SCH. 40) <br />2 ISLAND PLAN <br />AC <br />SCALE: NOT TO SCALE <br />(N) CONCR0 ISLAND EXTEN7TON ) <br />IIS (N) CLEAN NR DISPENSER <br />SUB BASE <br />•i <br />I <br />' �1'z Bb STL PLATE WITH <br />/ (N) BOLLARD <br />I <br />1's WEEP HOLE O CNTR. <br />(E) DIESEL DISPENSER <br />(E) 2 ' VENT RISERS <br />1/e <br />CONCRETE (W COLS. STRENGTH <br />... <br />T I I <br />OF 2500 PSI XR 28 DAYS) <br />E) GASOLINE DISPENSER <br />( L <br />( <br />GRANULAR <br />PAINTS SHALL BE SHERWIN Wulmm <br />MATERIAL <br />- <br />KELLY -MOOS• DUTCH -BOY. OR EQUAL <br />rl_1TRAFFIC AND EQUIPMENT BOLLARD <br />- <br />SCALE: NOT TO SCALE <br />ANCHOR PER <br />MANUF. RECOM. <br />/4 REBAR <br />_ 12' OC (E) CONCRETE <br />EACH WAY �ISLAND <br />TOP k BOT <br />EPDXIED IWO <br />WO X 4 HOLE <br />(4 TOTAL) <br />NEW CONC ISLAND <br />EXTENSION (2500 PSI MIN <br />COMRE. STRENGTH) <br />T <br />Jimdf N ?sGt� <br />aiboratory <br />.I <br />w. I. <br />SITE 300 <br />PHASE II EVR � <br />INSTALLATION <br />3 <br />AB NOTED ANbCA02008 A <br />= s <br />PLOT PLAN <br />AND DETAILS <br />F <br />' PSC2009-0879--0001 D <br />#### GIDI :'a ljt <br />A <br />11 <br />11 <br />(N) CLEAN NR <br />JI I t <br />SEPARATOR <br />1 <br />G l' <br />/ <br />h- RADIUS TDOLED <br />(N) BOLLARDS 8 s <br />SEE DETAIL „P <br />o <br />B879 <br />PATCH EDGE <br />Of JOINT WITH <br />R12' <br />POLYMER MODIFIED <br />s' <br />PATCHING MORTAR <br />DEEP UFT <br />SAW CUT 12' <br />C PAT04 <br />FROM NEW <br />W-0- (5-0- HRR)5•-0• <br />EDGE OF <br />CONCRETE <br />ADJUST LOCATION <br />I I I I-Ij <br />(E) CONCRETE PAVEMENT <br />II <br />TO 11' <br />REDD TO AVOID (E) <br />UNDERGROUND UIUTES <br />2 ISLAND PLAN <br />SCALE: NOT TO SCALE <br />(N) CONCR0 ISLAND EXTEN7TON ) <br />IIS (N) CLEAN NR DISPENSER <br />SUB BASE <br />/ I I I I <br />I <br />SCALE: NOT TO SCALE <br />/ (N) BOLLARD <br />I <br />(E) DIESEL DISPENSER <br />(E) 2 ' VENT RISERS <br />. '. :.'... .. .. _ , <br />... <br />T I I <br />E) GASOLINE DISPENSER <br />( L <br />( <br />(E) A/C PAVEMENTExnNnON <br />) T <br />•I�OI <br />--- - - <br />O <br />^' <br />I <br />-yII <br />EXIST. ,000 <br />A <br />EXIST. 5,000 <br />UNE LEGEND <br />WALL <br />GAL. DBLL WALL <br />U/L FUEL U.S. TANK <br />GAL. DBL WALL DIESEL <br />— - D - - DIESEL <br />SCALE 1/4" I <br />' • <br />,. <br />TANK <br />LO <br />O <br />-EVIL- - VAPOR RETURN <br />- UL - - UNLEADED FU <br />- V VENT <br />E ELECTRIC <br />- SS - - SANITARY SEWER <br />ANCHOR PER <br />MANUF. RECOM. <br />/4 REBAR <br />_ 12' OC (E) CONCRETE <br />EACH WAY �ISLAND <br />TOP k BOT <br />EPDXIED IWO <br />WO X 4 HOLE <br />(4 TOTAL) <br />NEW CONC ISLAND <br />EXTENSION (2500 PSI MIN <br />COMRE. STRENGTH) <br />T <br />Jimdf N ?sGt� <br />aiboratory <br />.I <br />w. I. <br />SITE 300 <br />PHASE II EVR � <br />INSTALLATION <br />3 <br />AB NOTED ANbCA02008 A <br />= s <br />PLOT PLAN <br />AND DETAILS <br />F <br />' PSC2009-0879--0001 D <br />#### GIDI :'a ljt <br />A <br />11 <br />11 <br />(N) CLEAN NR <br />SEPARATOR <br />1 <br />G l' <br />/ <br />h- RADIUS TDOLED <br />(N) BOLLARDS 8 s <br />SEE DETAIL „P <br />o <br />(E) DIESEL <br />DISPENSERO O <br />PATCH EDGE <br />Of JOINT WITH <br />R12' <br />POLYMER MODIFIED <br />s' <br />PATCHING MORTAR <br />DEEP UFT <br />SAW CUT 12' <br />C PAT04 <br />FROM NEW <br />W-0- (5-0- HRR)5•-0• <br />EDGE OF <br />CONCRETE <br />ADJUST LOCATION <br />4KNTO <br />IN THE FIELD AS <br />II <br />TO 11' <br />REDD TO AVOID (E) <br />UNDERGROUND UIUTES <br />2 ISLAND PLAN <br />SCALE: NOT TO SCALE <br />ANCHOR PER <br />MANUF. RECOM. <br />/4 REBAR <br />_ 12' OC (E) CONCRETE <br />EACH WAY �ISLAND <br />TOP k BOT <br />EPDXIED IWO <br />WO X 4 HOLE <br />(4 TOTAL) <br />NEW CONC ISLAND <br />EXTENSION (2500 PSI MIN <br />COMRE. STRENGTH) <br />T <br />Jimdf N ?sGt� <br />aiboratory <br />.I <br />w. I. <br />SITE 300 <br />PHASE II EVR � <br />INSTALLATION <br />3 <br />AB NOTED ANbCA02008 A <br />= s <br />PLOT PLAN <br />AND DETAILS <br />F <br />' PSC2009-0879--0001 D <br />#### GIDI :'a ljt <br />A <br />11 <br />11 <br />(N) CLEAM AIR <br />SEPARATER <br />h- RADIUS TDOLED <br />SAWCUT EDGE <br />(E) A/C tYY- MIN <br />12'FROM CYR <br />(N) WORK <br />35- (MATCH <br />EXISMNG) <br />4KNTO <br />CIA <br />C <br />II <br />TO 11' <br />, <br />PATCH$- J �l g <br />A/C <br />PLACE (N) ISLAND <br />EXIENTON <br />U ED <br />SUB BASE <br />z ISLAND SECTION <br />SCALE: NOT TO SCALE <br />ANCHOR PER <br />MANUF. RECOM. <br />/4 REBAR <br />_ 12' OC (E) CONCRETE <br />EACH WAY �ISLAND <br />TOP k BOT <br />EPDXIED IWO <br />WO X 4 HOLE <br />(4 TOTAL) <br />NEW CONC ISLAND <br />EXTENSION (2500 PSI MIN <br />COMRE. STRENGTH) <br />T <br />Jimdf N ?sGt� <br />aiboratory <br />.I <br />w. I. <br />SITE 300 <br />PHASE II EVR � <br />INSTALLATION <br />3 <br />AB NOTED ANbCA02008 A <br />= s <br />PLOT PLAN <br />AND DETAILS <br />F <br />' PSC2009-0879--0001 D <br />#### GIDI :'a ljt <br />A <br />11 <br />11 <br />