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a <br />E <br />M <br />N <br />N <br />N <br />0 <br />0 <br />z <br />a <br />d. MANHOLE SIZES VARY <br />d ' MAINTAIN 2" CLR TO <br />a - REBAR TYP <br />4 n •-4 <br />e 'd• <br />e <br />a <br />a. <br />t' <br />d •• <br />ADDITIONAL OPENING <br />d. REINFORCING (4) #3 X T-0" <br />(DIAGONAL) AT ALL SMALL <br />" PENETRATIONS THRU TANK <br />6"I, 12 I. <br />SLAB REINFORCING DETAILS <br />"WD x 1 1/2" DP <br />,W CUT JOINT <br />REINFORCING BARS <br />18" OC EACH WAY <br />SAW CUT AT 6" CANOPY SLAB <br />WD x 1 3/8" DP <br />�W CUT JOINT <br />REINFORCING BARS <br />12" OC EACH WAY <br />SAW CUT AT 8" TANK SLAB <br />SAW CUT DETAILS <br />1 /8"=1'-0" <br />SITE CONCRETE <br />(NEW CONSTRUCTION) <br />REF CIVIL DRAWINGS <br />SITE CONC I I CANOPY OR <br />SLAB -11- TANK SLAB <br />#3 REBAR DOWELS X 36" LONG <br />AT 18" OC IF ADJOINING NEW <br />CONSTRUCTION SITE CONCRETE <br />FOR REINFORCING REF <br />CONSTRUCTION JOINT (BELOW) <br />CONTROLJT <br />8" TANK 11 6" CANOPY <br />3/4" SMOOTH DOWELS X 24" LONG <br />1■ � � III—� — <br />II.-11-i1=�.-1'-III-i <br />JOINT DETAILS- <br />2 <br />SLAB <br />8" TANK SLAB <br />(3) #3 X X-0" LONG REBAR <br />AT 8 1/2" OC EACH CORNER <br />HAVING THIS SLAB EDGE <br />CONFIGURATION <br />N <br />WHITE WITH EXT <br />YELLOW HEXAGON <br />PRODUCT FILL (YELLC <br />INTERIOR SPILL <br />BUCKET TAG � I <br />54 <br />PAINT "YELLOW' 1-' <br />PAST RING (4 SIDI <br />DIESEL <br />WHITE WITH EXT <br />BLACK CROSS <br />PRODUCT FILL (WHITE) <br />INTERIOR SPILL <br />BUCKET TAG <br />PAINT "BLACK" 1-1/2" <br />PAST RING (4 SIDES) <br />REGULAR <br />UNLEADED <br />EXT <br />39 SOLID ORANGE <br />® STAGE 1 VAPOR RECOVERY <br />(ORANGE) <br />kkhu_�_�_az <br />VAPOR <br />RECOVERY <br />EXT RED WITH <br />3 WHITE CROSS <br />PRODUCT FILL (RED) <br />m�a <br />INTERIOR SPILL <br />BUCKET TAG <br />0 <br />PAINT "WHITE" 1-1/2" <br />PAST RING (4 SIDES) <br />PREMIUM <br />UNLEADED <br />ALL OTHER SMALL <br />MANHOLES PAINT BLACK <br />MANHOLE COLOR SCHEDULE <br />REMOTE - <br />VENT <br />RACK <br />EL 93.5t <br />5' WIDE HOOP — <br />BOLLARD <br />RE: 2-G6 <br />NOTE: <br />ALL TOP OF MANHOLE RINGS TO BE <br />1" ABOVE GRADES SHOWN. SLOPE <br />CONCRETE 1/4" PER FT TO NORMAL <br />GRADES TYPICAL. <br />SJ = SAW JOINT REF 3-G6.1 <br />CJ = CONSTR JOINT REF 2-G6.1 <br />NOTE: <br />ALL BTM OF DISPENSER ELEVATIONS <br />TO BE 1" ABOVE GRADES SHOWN. <br />SLOPE CONCRETE 1/4" PER FT TO <br />NORMAL GRADES TYPICAL. <br />CJ <br />r- — ——— — — — — — — <br />I ro <br />p <br />� <br />w <br />I <br />m <br />co <br />+1 <br />0 <br />> <br />O <br />�p <br />Q <br />w <br />U <br />LL <br />C9 <br />z <br />c <br />w <br />zo <br />LL+1W <br />M <br />M <br />' <br />i I <br />�w <br />REMOTE VENT TRANSITION <br />SUMP AND CONC SLAB <br />REF CIVIL DRAWINGS FOR LOCATION <br />1 18'-2" <br />G6 <br />TTYPP <br />ALPHA TANK CODE TO <br />MATCH FUEL DESIGNATION <br />FLUSH MOUNTED IN CONC <br />REF PLAN 2-G1 <br />X 42 REGULAR <br />43 PREMIUM <br />® 56 DIESEL <br />"EDGE" FILL BUCKETS <br />REF 5-G6.1 FOR <br />COLOR SCHEMES <br />TURBINE MANHOLE <br />NOTE TO GC: <br />DO NOT PAINT <br />MANHOLE COVER <br />NUMERICAL TANK CODE TO <br />MATCH TANK MONITOR <br />FLUSH MOUNTED IN CONC <br />40 <br />41 REF PLAN 2-G1 <br />72 <br />CONCRETE TAG AND MARKER DETAILS <br />1 /2"=1'-0" <br />STREET SIDE <br />-2" O-T-O TANK S <br />EL 93.05 <br />Go <br />F <br />0°0 0° Oo <br />ELL L EL 93.00 <br />92.95 F <br />0 C <br />EL 92.90 <br />F EL 93.00 <br />Oo Oo O <br />EL 93.10 <br />U <br />— CJ — — — C — — — — — -, ci C — — — — — — — — — — — — — — J — — — — <br />DIsp <br />o44 DIS�P 6 <br />(�7 O8 11 fnl 1© <br />Fl <br />cW) <br />� <br />3-G6.1 <br />0 <br />4 <br />El <br />c? <br />N <br />CJ <br />CJ <br />C <br />EL 93.52 <br />EL 93.91 <br />EL 93.51 <br />ALL SIDES <br />ALL SIDES <br />ALL SIDES <br />EXISTING CANOPY <br />COLUMNS (TYPICAL) <br />EXISTING HOOP BOLLARDS TO <br />8'-0"t <br />REMAIN @ INSIDE OF <br />48" OUT FROM- <br />LD VERIFY) <br />COLUMNS (TYPICAL) <br />DISPENSER SLOPE <br />CONCRETE UP TO <br />CJ <br />EL —93-.5-5-1 <br />rF <br />ALL SIDES CJ <br />ALL SIDES <br />BTM OF DISPENSER <br />CJ TYPICAL <br />OII IlO DISPENSER STATION 5 II (l ) <br />�J 0 ID TYPICAL U0 <br />DISP 1 DISP 3 <br />0 0 <br />CJ CJ — — CJ — — — <br />STORE SIDE <br />i <br />U <br />4 <br />LO <br />0 <br />EL 93.50 <br />ALL SIDES <br />O9 "— 10 On <br />C9 <br />DISP 5 <br />0 <br />CJ CJ <br />LIMITS OF CONC <br />SLOPE TYPICAL <br />48" OUT FROM MANHOLE <br />SLOPE CONCRETE TO <br />MANHOLE LID TYPICAL <br />FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN <br />m <br />Y <br />z <br />co <br />m <br />a <br />O <br />z <br />a <br />U <br />u <br />® KEY NOTES <br />1 CONCRETE SLAB. REF DETAIL 1 THIS SHEET FOR <br />TOS ELEVATIONS. ALL MANHOLES WITHIN THE <br />TANK SLAB AREA TO BE RAISED 1" ABOVE THE <br />NORMAL GRADE OF CONCRETE. SLOPE CONCRETE <br />TO MANHOLES 1/4" PER FT. CROWN CONCRETE AS <br />o <br />TO NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />+.• <br />SLAB (NO POOLING). <br />U <br />m <br />2 GASOLINE RESISTANT JOINT SEALING COMPOUND <br />- REF SPEC SECTION V CONCRETE / PART 2 - <br />PRODUCTS / 2.1.9. <br />3 UNDISTURBED SOIL OR COMPACTED BACK FILL <br />NOT LESS THAN 95% OF MODIFIED PROCTOR <br />DENSITY (AASHTO-T-180). <br />ca <br />0 <br />4 1/2" THICK ASPHALT IMPREGNATED EXPANSION <br />JOINT MATERIAL. <br />(D <br />Proto <br />2nd <br />Qtr <br />04-03-15 <br />0 <br />(� L' <br />J CC) <br />M <br />z <br />cM <br />a� <br />L <br />a <br />M � M <br />J <br />D0- <br />cn ;mcn <br />z <br />0 <br />_j <br />O <br />�F- <br />~Z( <br />Z <br />z <br />W <br />0 <br />g ZJ <br />¢ <br />�-_ <br />—off <br />Z~ <br />Q <br />z <br />0) <br />Q Q <br />W <br />N <br />— <br />J <br />W <br />M <br />uj <br />LL <br />aft <br />09 <br />La <br />5 <br />'kin <br />�o <br />co <br />a <br />Once <br />cc^°°� <br />O <br />C iA N <br />0= <br />(0ce) Lu co Ix <br />Y f7 <br />o P 0 <br />0 N <br />00 <br />Z <br />O <br />CO iA N <br />Q m <br />W <br />U) m 'fl <br />(D C U <br />N <br />0 U M i L <br />oa�ic�oc`u�°momc��m <br />U >.'��wcoaa5E <br />.. U <br />2 60ouo) wO0) <br />;jva:2a)m3�CL o <br />w�Nm��a3 * 2c=w w <br />mu)a v+.o <br />off- .6!:tE4%22a`of <br />>OD0 <br />E�o,0mLowcnm==v c <br />a.2:,Wcoca05>,.S <br />wca:3omxommas <br />o N �•. 01Uw 3'-co <br />SOP' v�C E <br />No 68X10 <br />STATE OF <br />SHEET: <br />G6,1 <br />FUELING - USA <br />