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•., %" <br />° • <br />MANHOLE SIZES VARY <br />STP AND FILL / VAPOR <br />b . <br />MAINTAIN 2" CLR TO <br />MANHOLES - MAINTAIN <br />`• <br />REBAR TYP <br />2" CLR TO REBAR TYP <br />b. <br />19 <br />a <br />..4 <br />b <br />• <br />ADDITIONAL OPENING <br />°. <br />REINFORCING (4) #3 X 3'-0" <br />• _ <br />:: • <br />(DIAGONAL) AT ALL SMALL <br />6„ <br />12" <br />PENETRATIONS THRU TANK <br />, <br />SLAB <br />• <br />8" TANK SLAB <br />.. ; . <br />(3) #3 X T-0" LONG REBAR <br />.' a , <br />�; ` : • <br />AT 8 1/2" OC EACH CORNER <br />• <br />HAVING THIS SLAB EDGE <br />b. <br />CONFIGURATION <br />d <br />ADDITIONAL OPENING N <br />a ` <br />t a' <br />•a <br />.. <br />b <br />N <br />REINFORCING <br />06) #3 X 8'-0" <br />0 5" HIGH CHAIR TYP <br />21 <br />12" <br />SLAB REINFORCING <br />DETAILS <br />1 /2"=1'-0" <br />SAW CUT AT 6" CANOPY SLAB <br />11 <br />WD x 1 1/2" DP <br />W CUT JOINT <br />REINFORCING BARS <br />18" OC EACH WAY <br />I" 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 />( - �-74 SAW CUT �DET�ILS <br />1J , 1/8"=1°-0„ <br />SITE CONCRETE <br />(NEW CONSTRUCTION) <br />REF CIVIL DRAWINGS <br />SITE CONC I I _ CANOPY OR <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 />AT 12" OC WITH EXPANSION CAP <br />#3 REBAR AT 18" OC EACH WAY <br />d <br />IN CANOPY SLAB <br />01 2" PLASTIC CHAIRS ON EACH <br />LONGITUDAL BAR AT 4' OC <br />#3 REBAR AT 12" OC EACH WAY <br />IN TANK SLAB <br />0 3" PLASTIC CHAIRS ON EACH <br />LONGITUDAL BAR AT 4' OC <br />CONSTRUCTION JT <br />JOINT DETAILS- <br />2 <br />WHITE WITH EXT <br />YELLOW HEXAGON 53 <br />PRODUCT FILL (YELLOW) - <br />INTERIOR SPILL <br />BUCKET TAG � <br />54 <br />PAINT "YELLOW" 1-1/2" - <br />PAST RING (4 SIDES) <br />WHITE WITH EXT <br />BLACK CROSS <br />PRODUCT FILL (WHITE) - <br />INTERIOR SPILL <br />BUCKET TAG I-:: <br />Q <br />PAINT "BLACK" 1-1/2"- <br />PAST RING (4 SIDES) <br />DIESEL <br />REGULAR <br />UNLEADED <br />cr <br />VAPOR <br />RECOVERY <br />PREMIUM <br />UNLEADED <br />EXT <br />39 SOLID ORANGE <br />-STAGE 1 VAPOR RECOVERY <br />(ORANGE) <br />EXT RED WITH <br />WHITE CROSS <br />-PRODUCT FILL (RED) <br />INTERIOR SPILL <br />BUCKET TAG <br />-PAINT "WHITE" 1-1/2" <br />PAST RING (4 SIDES) <br />NOTE: OBSERVATION WELL ALL OTHER SMALL <br />COVER IS PRE -FINISHED o N T FILL6 MANHOLES PAINT BLACK <br />WHITE WITH BLACK TRIANGLE. <br />PAINT MH RING / SKIRT BLACK <br />(ACTIVE) <br />OBSERVATION <br />WELL <br />MAN H OUE COLOR SCH F D U LE <br />1 /4"=1'-0" <br />1 V-6" 2'-0" 1 V-6" <br />11'-6" <br />o <br />CJ CJ <br />CJ CJ <br />co <br />co <br />0 <br />gz <br />cn - <br />CJ EL 116.35 <br />Q o <br />ALL SIDES <br />m� <br />Qzil <br />r1la <br />14 3 <br />j <br />SJ SJ <br />SJ <br />c <br />D S8 <br />co <br />o� <br />CJN <br />Oo <br />*SP <br />M <br />I CJ CJ <br />CJ <br />48" OUT FROM DISPENSER SLOPE <br />CONCRETE UP TO <br />BTM OF DISPENSER TYPICAL <br />-11" <br />ALPHA TANK CODE TO <br />MATCH FUEL DESIGNATION <br />FLUSH MOUNTED IN CONC <br />REF PLAN 2-G1 <br />x <br />R43 <br />REGULAR <br />PREMIUM <br />DIESEL <br />"EDGE" FILL BUCKETS <br />REF 5-G6.1 FOR <br />COLOR SCHEMES <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 />TURBINE MANHOLE <br />REF PLAN 2-G1 <br />R <br />CONCRETE TAG <br />AND MARKER DETAILS <br />1 /2"=1'-0" <br />184'-0" O-T-O CANOPY SLAB <br />kCING 23'-0" COLUMN SPACING 23'-0" COLUMN SPACING 23'-0" COL <br />1 V-6" <br />11'-6" 1 V-6" <br />11'-6" 111'-6" <br />1 V-6" <br />CJ CJ <br />CJ CJ <br />CJ CJ <br />m <br />co <br />� <br />� <br />rn <br />EL 118.28 <br />EL 118.50 <br />ALL SIDES <br />ALL SIDESul <br />ZALL <br />O <br />� ® O <br />SJ1 <br />SJ 10 SJ <br />SJ SJ <br />D SP 6 <br />D SP 5 <br />DIS <br />4 <br />ING 23'-0" COLUMN SPACING <br />11'-6" 11'-6" <br />CJ CJ <br />m <br />EL 118.35 <br />ALL SIDES <br />c� <br />SJ <br />DIS 3 <br />® KEY NOTES <br />1 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 />GRADE OF CONCRETE. SLOPE CONCRETE TO <br />MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO <br />o <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />�• <br />SLAB (NO POOLING). <br />Q- <br />U <br />2 GASOLINE RESISTANT JOINT SEALING COMPOUND <br />cl <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 />CD <br />ca <br />0 <br />4 1/2" THICK ASPHALT IMPREGNATED EXPANSION <br />JOINT MATERIAL. <br />ai <br />Proto <br />2nd <br />Qtr <br />04-03-15 <br />ALL SIDES <br />�11 0l�`o I SJ SJ �11 0ll0 <br />m <br />U) <br />3-G6.1 cl) <br />CJ m CJ <br />m <br />m <br />CJ m CJ <br />SJ <br />SJ <br />SJ <br />N <br />rn <br />CANOPY COLUMN TYPICAL <br />REF SHEET G8 AND <br />CANOPY MFR DRAWINGS <br />SJ <br />si <br />Go <br />EL 118.14 <br />EL 118.44 <br />EL 118.38 EL 118.38 <br />v oD <br />es 0 <br />�° <br />m <br />n <br />LIMITS OF CONC <br />g <br />SLOPE TYPICAL <br />CO) <br />EL 118.28 <br />EL 118.40 <br />Y <br />z <br />NOTE: <br />SJ <br />SJ <br />SJ <br />ALL BTM OF DISPENSER ELEVATIONS <br />0 <br />TO BE 1" ABOVE GRADES SHOWN. <br />SLOPE CONCRETE 1/4" PER FT TO <br />iv <br />NORMAL GRADES TYPICAL. <br />zo <br />EL 117.91 <br />Oo <br />EL 118.24o <br />Qo OoNOTE: <br />0 <br />DZ5 <br />EL 118.06-n <br />ALL TOP OF MANHOLE RINGS TO BE <br />co <br />1" ABOVE GRADES SHOWN. SLOPE <br />SJ <br />CONCRETE 1/4" PER FT TO NORMAL <br />GRADES TYPICAL. <br />8" OUT FROM MANHOLE <br />SLOPE CONCRETE TO <br />LIMITS OF CONC <br />SJ =SAW JOINT REF 3-G6.1 <br />MANHOLE LID TYPICAL <br />SLOPE TYPICAL <br />CJ <br />CJ <br />CJ <br />�ko <br />—ak <br />CJ = CONSTR JOINT REF 2-G6.1 <br />5' WIDE HOOP BOLLARD 1'-0" <br />T <br />RE: 2-G6 <br />REMOTE VENT TRANSITION <br />SUMP AND CONC SLAB <br />EL 118.94 1 <br />REF CIVIL DRAWINGS FOR <br />LOCATION <br />G6 <br />REMOTE VENT RACK <br />16'-10" <br />17'-2" <br />18'-2" <br />\ DIS 2 DIS 1 <br />FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN <br />1 /8"=1'-0" <br />DISPENSE STATION <br />— <br />ID TYPICAL <br />m <br />m CJ CJ CJ <br />65'-11" <br />M <br />O <br />LO <br />ti <br />cn <br />z <br />U <br />o� <br />�u) <br />a_ <br />Z <br />z <br />��M <br />Z <br />..> <br />z <br />�jL <br />o <br />W <br />a <br />C <br />m° <br />cn <br />w <br />a� <br />w <br />J <br />0� <br />W <br />ti�a=. <br />z <br />Lu <br />cfl W <br />N <br />U <br />W <br />2 <br />L.L <br />O <br />O <br />CV <br />M <br />m <br />g W <br />ILIcn <br />�o <br />0 <br />} C0 G <br />CJ O !2 <br />z ,mfco <br />o) <br />U O o Q rn <br />io 0 0X <br />0 L Q <br />m �a� <br />c ( <br />Y L0 W a. <br />00 U <br />m o p <br />00 00 Z <br />cM <br />Q m <br />W m N <br />Cc L <br />0 <br />a <br />o�aimm`�oa�0M.ca�f0 <br />N ,m- Za).068E <br />U=O>bQJ 0c0)!E00 <br />TOA�= O y U w <br />n� O.° p 3 o c� �� rn N <br />oC ,c°, cola"=wtNui <br />8 Nit N- 3 C 7�C �0 = E ° <br />cL (D o ,v2 .c 3 � v <br />O c N m <br />aoNc•oa3N3z>>u, <br />.4 2 (Da�cocNQ 2 �'-p o+- p E <br />'mOEt <br />�o"co�O0_ a)Q'o <br />0�mr 3EO'Cnm <br />oN—(D =`%J111111ay,�i <br />.��,�p'•L'�c E NSA• '�9��� <br />No 68170 <br />4 <br />w <br />-TATE OF : 4U` <br />�P� �S • O R � � • �°! �� <br />SHEET: <br />G6. 1 <br />FUELING - USA <br />