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PRODUCT FILL (YELLOW) <br />°O OOo <br />(INTERNAL) <br />o00OOOODD00°°Oo <br />DIESEL FILL <br />PRODUCT FILL (WHITE) <br />INTERIOR SPILL <br />°oo <br />°00000000 <br />REGULAR <br />STAGE I VAP OR RECOVERY <br />(ORANGE) <br />0�0 000 <br />o�OOO000000°°moo <br />VAPOR <br />RECOVERY <br />PRODUCT FILL (RED) <br />0�0 000 <br />INTERIOR SPILL <br />0 o BUCKETTAG <br />00 00 36 <br />°OOoa000°°° <br />PREMIUM <br />000 000 <br />BUCKET TAG <br />®STAGE <br />ALL OTHER SMALL MANHOLES <br />PAINTED BLACK <br />MANHOLE COLOR SCHEDULE <br />J1/8.1_1._O,, <br />SAW CUT AT 6" CANOPY SLAB <br />SAW CUT AT 8" TANK SLAB <br />V"WDx11/2"DP <br />,W CUT JOINT <br />REINFORCING BARS <br />18" OC EACH WAV <br />I" WD x 1 3/8" DP <br />,W CUT JOINT <br />WRAPPED CANOPY COLUMN– <br />REF SHEET G8.0 AND <br />REINFORCING BP CANOPY MFR DRAWINGS <br />12" OC EACH WAY <br />DISPENSER STATION— <br />ID TYPICAL <br />SAW CUT DETAILS <br />3 ,/8,.= <br />SITE CONCRETE <br />(NEW CONSTRUCTION) <br />REF CIVIL DRAWINGS <br />CONTROLJT <br />48"OUTFROM— <br />DISPENSER SLOPE <br />CONCRETE UP TO <br />BTM OF DISPENSER <br />TYPICAL <br />#3 REBAR DOWELS X 36" LONG <br />AT 1 B" OC IF ADJOINING NEW <br />CONSTRUCTION SITE CONCRETE <br />FOR REINFORCING REF <br />CONSTRUCTION JOINT (BELOW) <br />3/4"S OOTH DOWELS X 24" LONG <br />CJ CJ <br />AT 12" OC WITH EXPANSION CAP <br />• <br />#3 REBAR AT 18" OC EACH WAY <br />�iie 19 <br />IN CANOPY SLAB <br />N <br />W <br />'� O <br />SJ SJ <br />0 5 2" PLASTIC CHAIRS ON EACH <br />–_ – <br />LONGITUDAL BAR AT 4'OC <br />#3 REBAR AT 12" OC EACH WAY <br />ISI-�L - iii =ISI <br />IN TANK SLAB <br />w <br />0 5 3" PLASTIC CHAIRS ON EACH <br />CONSTRUCTION JT' <br />LONGITUDAL BAR AT 4'OC <br />JOINT DETAILS <br />3/8,._,._O" <br />6" PIPE BOLLARD, TYP <br />REF 2-G6.0 <br />REMOTE VENT TRANSITION <br />SUMP AND CONC SLAB <br />REF CIVIL DRAWINGS FOR LOCATION <br />REMOTE VENT RACK <br />48" OUT FROM MANE <br />SLOPE CONCRETE TO MANI <br />LID TYF <br />SJ = SAW JOINT REF 3-66.1 <br />CJ=CONSTR JOINT REF 2-G6.1 <br />NOTE: <br />ALL TOP OF MANHOLE RINGS TO BE <br />V ABOVE GRADES SHOWN. SLOPE <br />CONCRETE 1/4" PER FT TO NORMAL <br />GRADES TYPICAL. <br />NOTE: <br />ALL BTM OF DISPENSER EUD <br />TO BE 1"ABOVE GRADES SH( <br />SLOPE CONCRETE 1/4" PER F <br />NORMAL GRADES TYPICAL. <br />CJ CJ <br />N <br />CJ CJ <br />CJ <br />CJ <br />REF SHEET GTO FOR JOB REQUIREMENTS <br />�iie 19 <br />N <br />SJ SJ <br />N <br />W <br />'� O <br />SJ SJ <br />N <br />SJ <br />SJ <br />= <br />__ <br />NOTE TO GC: <br />w <br />DO NOT PAINT <br />4 <br />TURBINE / ATG MANHOLE <br />3 ® <br />O7 ® <br />11 <br />N <br />� a <br />� <br />a <br />DISP' N <br />DISP' <br />DISP <br />3- <br />m <br />y <br />° <br />y <br />�a <br />aQ <br />SJ SJ <br />SJ SJ <br />SJ <br />SJ <br />�O <br />ro� <br />_ <br />N <br />0'r <br />oOq <br />2-68.1 <br />_ <br />0 0 <br />0 0 N <br />0 0 <br />O© <br />0 <br />O D <br />a <br />�' <br />DISP 1 <br />SJ <br />DISP 3 <br />SJ SJ <br />DISP 5 <br />SJ si <br />a <br />CJ <br />CJ <br />y <br />CJ CJ <br />CJ <br />CJ <br />� <br />17'-11" <br />16'-6" <br />16-1 16'-6" <br />16'-6" <br />1- <br />1T-10" <br />"TYP <br />33'-0" COLUMN <br />SPACING L 33'-0" COLUMN <br />SPACING <br />101'-9" O -T -O CANOPY SLAB <br />STORE SIDE <br />FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN <br />® KEY NOTES <br />Q CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS <br />ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br />SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br />GRA DE OF CONCRETE. SLOPE CONCRETE TO <br />MANHOLES I/4"PER FT. CROWN CONCRETE AS TO <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />SLAB (NO POOLING). <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 />® 1/2" THICK ASPHALT IMPREGNATED EXPANSION <br />JOINT MATERIAL. <br />❑5 PLASTIC CASTLE CHAIRS PROVIDED BY <br />SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR <br />SIZES, TYPES AND LOCATIONS. REF G7.0 SHEET <br />FOR QUANTITY. <br />NUMERICAL TANK CODE TO MATCH TANK <br />MONITOR - FLUSH MOUNTED IN CONIC <br />�i�lia�mPL <br />REF SHEET GTO FOR JOB REQUIREMENTS <br />�iie 19 <br />41 <br />72 <br />m i u�in <br />__ <br />NOTE TO GC: <br />w <br />DO NOT PAINT <br />MANHOLE COVER <br />TURBINE / ATG MANHOLE <br />SEE COLOR SCHEDULE INSPECTION <br />5-G6.1 FOR MARKINGS PORT <br />ON LIDS TO SPECIFY <br />CONTENTS <br />56 DIESEL 42 43 REGULAR <br />PREMIUM <br />D <br />(FILL) PORT PRODUCT MARKER (VAPOR) (FILL) PRODUCT MARKER <br />FLUSH MOUNTED IN FLUSH MOUNTED IN <br />CONIC CONIC <br />NOTE TO GC: NOTE TO GC: <br />FILL / VENT MANHOLE DO NOT PAINT FILL/ VAPOR MANHOLE DO NOT PAINT <br />(DIESEL) MANHOLE COVER (UNLEADED OR PREMIUM) MANHOLE COVER <br />CONCRETE TAG AND MARKER DETAILS <br />4 ,/8,.=„_0.. <br />MANHOLE SIZES VARY <br />STP AND FILL / VAPOR MAINTAIN 2” CLR TO <br />MANHOLES - MAINTAIN REBAR TYP <br />2" CLR TO REBAR TYP <br />9, <br />T <br />fA 9•. <br />< ADDITIONAL OPENING <br />REINFORCING (4) #3 X 3'-0" <br />(DIAGONAL) AT ALL SMALL <br />8.,2" PENETRATIONS THRU TANK <br />SLAB <br />8" TANK SLAB <br />(3)#3 X 3'-0" LONG REBAR <br />AT 8 1/2" OC EACH CORNER <br />HAVING THIS SLAB EDGE <br />i. CONFIGURATION <br />ADDITIONAL OPENING <br />REINFORCING <br />(16)#3X8'-0" 12" <br />0 575 -HIGH CHAIR TYP <br />SLAB REINFORCING DETAILS <br />I Proto 11-05-18 1 <br />N <br />N <br />n Z <br />00 a <br />��p J <br />Z (D �¢N Q <br />3rn Z <br />Z O U 1n <br />W o z 0) Z <br />�o W§io W2_ <br />Lu Y_j wmo <br />Q <br />W D J' � z <br />Wm w–/n J <br />Q� W <br />x LL <br />0 <br />0 <br />N <br />M <br />O <br />cli <br />Q Z o <br />< <br />Q T m <br />m <br />C Y <br />a2. D D U <br />m oL3 <br />a 0do,dad�`m <br />�n.3a�rr;mEE <br />nu. <br />�Oodd—.E i c rE m d �0;�cai40o <br />L Sam <br />35558 <br />G6.1 <br />FUELING - USA CA <br />