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m� <br />W <br />J <br />ar <br />w= <br />CL v <br />MANHOLE SIZES VARY <br />MAINTAIN 2" CLR TO <br />° •, REBAR TYP <br />m ° <br />a <br />° <br />a: <br />ADDITIONAL OPENING <br />REINFORCING (4) #3 X 3'-0" <br />• (DIAGONAL) AT ALL SMALL <br />6" <br />12" PENETRATIONS THRU TANK <br />SLAB <br />" <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 />CONFIGURATION <br />y a <br />z <br />i° C <br />12" <br />10 <br />SLAB REINFORCING DETAILS <br />SAW CUT AT 6" CANOPY SLAB <br />"WDx11/2"DP <br />,W CUT JOINT <br />REINFORCING BARS <br />18" OC EACH WAY <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 />- <br />(::3 1 /8"=1'-0° <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 />GUNIKULJI <br />88"" TANK 6" CANOPY <br />CANOPY <br />SLAB II- SLAB <br />3/4" SMOOTH DOWELS X 24" LONG <br />AT 12" OC WITH EXPANSION CAP <br />#3 REBAR AT 18" OC EACH WAY <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 3/8"=1'-0" <br />WHITE WITH EXT <br />YELLOW HEXAGON 53 <br />PRODUCT FILL (YELLOW) - <br />INTERIOR SPILL <br />BUCKET TAG <br />54 <br />PAINT "YELLOW' 1-112" - <br />PAST RING (4 SIDES) <br />DIESEL <br />VAPOR <br />RECOVERY <br />WHITE WITH EXT <br />BLACK CROSS 35 <br />PRODUCT FILL (WHITE) <br />INTERIOR SPILL '�— <br />BUCKET TAG <br />36 <br />� 0 <br />PAINT "BLACK" 1-1/2" <br />PAST RING (4 SIDES) <br />REGULAR PREMIUM <br />UNLEADED UNLEADED <br />39 SOLID ORANGE <br />STAGE 1 VAPOR RECOVERY <br />(ORANGE) <br />EXT RED WITH <br />37 WHITE CROSS <br />-PRODUCT FILL (RED) <br />INTERIOR SPILL <br />�+ BUCKET TAG <br />0 <br />-PAINT "WHITE" 1-1/2" <br />PAST RING (4 SIDES) <br />®®® <br />NOTE: OBSERVATION WELL ALL OTHER SMALL <br />MANHOLES PAINT BLACK <br />COVER IS PRE -FINISHED <br />WHITE WITH BLACK TRIANGLE. <br />PAINT MH RING / SKIRT BLACK <br />(ACTIVE) <br />OBSERVATION <br />WELL <br />MANHOLE COLOR SCHEDULE <br />5 1 /4"=1'-0° <br />.r <br />co <br />a <br />a <br />uai >- - <br />O <br />Z <br />+i <br />Z LL o <br />g W "v <br />U <br />c� <br />j <br />O <br />�J <br />�0w <br />b <br />A <br />C9 a: <br />ALPHA TANK CODE TO <br />MATCH FUEL DESIGNATION <br />FLUSH MOUNTED IN CONC <br />REF PLAN 2-G1 <br />x <br />42 REGULAR <br />43 PREMIUM <br />56 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 />40 <br />TURBINE MANHOLE 41 REF PLAN 2-G1 <br />72 <br />CONCRETE TAG AND MARKER DETAILS <br />4 1/2"=1'-0" <br />STORE SIDE <br />134'-0" O-T-0 CANOPY SLAB <br />® KEY NOTES <br />1 CONCRETE SLAB. REF G0.1 FOR TOS ELEVATIONS. <br />ALL MANHOLES WITHIN THE TANK SLAB AREA TO <br />BE RAISED 1" ABOVE THE NORMAL GRADE OF <br />CONCRETE. SLOPE CONCRETE TO MANHOLES 1/4" <br />PER FT. CROWN CONCRETE AS TO NOT INHIBIT <br />WATER DRAINAGE OFF THE TANK SLAB (NO <br />POOLING). <br />v <br />2 GASOLINE RESISTANT JOINT SEALING COMPOUND. <br />� <br />-EXPANSION JOINT FILLERS: ASPHALT <br />IMPREGNATED FIBERBOARD CONFORMING TO <br />ASTM D-60-T. USE 1/2" THICK OR AS INDICATED ON <br />DRAWINGS. TOP OF JOINT MATERIAL SHALL BE <br />SET 1/2" BELOW TOP SURFACE OF SLAB. FILL VOID <br />WITH GASOLINE RESISTANT SEALER. <br />m <br />0 <br />3 UNDISTURBED SOIL OR COMPACTED BACK FILL <br />NOT LESS THAN 95% OF MODIFIED PROCTOR <br />DENSITY (AASHTO-T-180). <br />m <br />4 1/2" THICK ASPHALT IMPREGNATED EXPANSION <br />Proto <br />2nd <br />Qtr <br />04-03-15 <br />JOINT MATERIAL. <br />13'4" 01 36'-0" t EXISTING COLUMN SPACING 36'-0" t EXISTING COLUMN SPACING le 36'-0" t EXISTING COLUMN SPACING 13'-0" <br />FIELD VERIFY FIELD VERIFY FIELD VERIFY <br />18'4" 18'-0" �. 18'-0" 18'-0" 18'-0" 18'4" <br />7 <br />cp <br />U <br />N <br />CJ <br />CJ <br />CJ <br />EL 91.64 CJ <br />ALL SIDES <br />CJr3l <br />92.07 CJ <br />SIDES <br />CJ <br />CJ <br />CJ <br />SIDE 1 <br />10 ° O9 SJ <br />SIDE 1 <br />;jD <br />SJ <br />SJ <br />CJ <br />DIS <br />5 <br />DISPENSER STATIONID TYPICAL <br />SJ <br />SJ <br />SJ <br />o SJ <br />SJ <br />SJ <br />SJ <br />o <br />SJ <br />o <br />EL 92.20 <br />48" OUT FROM <br />DISPENSER SLOPE <br />EL 92.21 <br />SJ ALL SIDES <br />CONCRETE UP TO SJ <br />ALL SIDES <br />SIDE 1 <br />CJ <br />BTM OF DISPENSER <br />SIDE 1 <br />CJ <br />o <br />° <br />SJ <br />SJ SJ <br />SJ <br />SJ <br />TYPICAL <br />° <br />° <br />LO <br />12 11 <br />O O <br />1O <br />�? <br />DIS 6 � <br />EXISTING CANOPY <br />3-G6.1 D <br />P 1 <br />COLUMN TYPICAL <br />SJ SJ <br />SJ <br />SJ <br />SJ <br />SJ <br />SJ <br />SJ <br />0 <br />0 <br />0 <br />0 <br />SJ <br />EL 91.93 <br />ALL SIDES <br />S J <br />EL 91.96 <br />ALL SIDES <br />CJ <br />CJ SJ <br />SJ <br />SIDE 1 <br />SIDE 1 <br />S J <br />0 <br />O O <br />0 <br />O O <br />SJ <br />SJ <br />co <br />CJ <br />DISP <br />4 <br />CJ <br />CJ <br />DISP 2 <br />CJ <br />co? <br />CJ N <br />CJ <br />CJ <br />CJ <br />NOTE: <br />ALL BTM OF DISPENSER ELEVATIONS <br />SJ <br />SJ <br />TO BE 1" ABOVE GRADES SHOWN. <br />SJ = SAW JOINT REF 3-G6.1 <br />SLOPE CONCRETE 1/4" PER FT TO <br />NORMAL GRADES TYPICAL. <br />CJ = CONSTR JOINT REF 2-G6.1 <br />EL 91.17 <br />CJ <br />75'-3" <br />CJ <br />00 <br />LL <br />00 <br />EL 91.19 <br />0 <br />EL 91.13 <br />0 <br />EL 91.12 <br />EL 91.29 <br />g <br />STREET SIDE <br />EL 91.23 <br />si <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. 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