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H KEY NOTES <br /> 10 CONCRETE SLAB.REF CIVIL DRAWINGS FOR TOS <br /> ELEVATIONS.ALL MANHOLES WITHIN THE TANK <br /> SI-ABA EA70SE RAISED 1'ABOVE THE NORMAL <br /> MANHOLESIZESVARY NUMERICAL TANK CODE TO MATCH TANK GRA DE OF CONCRETE.SLOPE CONCRETE TO <br /> STPAND FILLIVAPOR MAINTAIN 2-CLR TO MONITOR-FLUSHMOUNTEDINGONC MANHOLES 1M-PE-CROWNCONCRETEASTC <br /> ANHOLES MANTAIN REBAR TYP SHEET G].O FOR JOB REQUIREMENTS NOT NH BIT WATER ORA NgGEOFF THE TANK <br /> BLAB <br /> 2"CLR TO REBAR TYP <br /> 0 _(NO POOLING). <br /> L NE RESISTANT JO NT SEAL NG COMPOUND <br /> PRODUCT FILL(YELLOW) #STAGElVAORREC0VERY <br /> �] REF SPEC SECTION V CONCRETE I PART 2- <br /> T ea (ORANGE( PRODUCTS/2.1.8. <br /> �A 9° <br /> (INTERNAL) NOTE TD GC: NOT ESS THA SOIL OF MODIFIED PROCTOR <br /> B C K FILL <br /> AODITIONAL OPENING DO NOT PAINT DENSITY(PASHTO-T-180 <br /> REINFORCING(4)N X 3'4' MANHO COVER )' <br /> Kx/ (DIAGONAL)ATALLSMALL TURBINE/ATG MANHOLE Q 12'THICK ASPHALTIMPREGNATED EXPANSION <br /> B^ (2" PEENNEETRATIONS THRU TANK <br /> DIESEL FILL VAPOR INSPECTION JOINT MATERIAL. <br /> RECOVERY FORT SEE COLOR SCHEDULE INSPECTION 0 PLASTIC CASTLE CHAIRS PROVIDED BY <br /> 8'TANK SLAB ON LI FOR MARKINGS <br /> ORT SE ISOURCE NA,REF G8.1 SHEET FOR CHAIR <br /> PRODUCT FILL(WHITE) PRODUCT FILL(RED) ON LIDS TO SPECIFY SIZES,TYPES AND LOCATIONS,REF GTO SHEET <br /> (3).X 3'-0'LONG REBAR CONTENTS FOR QUANTITY. <br /> AT81/YOCEACHCORNER DIESEL REGULAR REFER TO EQUIPMENT SCHEDULE, <br /> HAVING THIS SLAB EDGE INTERIOR SPILL o a INTERIOR SPILL <br /> CONFIGURATION BUC®TAG g BUCKET TAG . d PREMIUM SHEET G].06G].1 <br /> (FILL) RODUCT MARKER (VAPOR) (FILL) �RODUCT MARKER <br /> REGULAR PREMIUM FLUSH MOUNTED IN FLUSH MOUNTED IN <br /> CONC -NC <br /> ADDITIONAL OPENING <br /> REINFORCING NOTE TO GC: NOTE TO GC: <br /> (16)x3 X` 12^ FILL VENT MANHOLE DO NOT PAINT FILL/VAPOR MANHOLE DO NOT PAINT <br /> _ Al OTHER SMALL MArvHOLEs (DIESEL) MANHOECOVER (UNLEADED OR PREMIUM) MANHOLE COVER <br /> 5 5'HIGH CHAIR TYP PAINTED BLACK <br /> SLAB REINFORCING DETAILS MANHOLE COLOR SCHEDULE CONCRETE TAG AND MARKER DETAILS <br /> 'NORMAALL L <br /> OF DISPENSER ELEVATIONS <br /> tld'WD x 1112'DP TO 5E I'ABOVE GRADES R FTT0 <br /> SAW CUT JOINT SLOPE CONCRETE tl4'PER FTTO <br /> NORM <br /> AL GRADES TYPICAL. <br /> x3 REINFORCING BARS SJ=SAW JOINT REF 3-68.1 <br /> AT 18'OCEACH WAY CJ=CONSTRJOINT REFDG6.1 <br /> Lr-1 II IJ I ly,:�l rl 1= 3 <br /> "��I11 rl4l:hlL'li I ll�l7.: fAELRLS.LN.E�'S <br /> SAW CUT AT E"CANOPY SLAB <br /> 2 SU <br /> 02 <br /> SAW <br /> 1 -CU-TJOIN13/8"TDP <br /> m p3 qREINFORCINGARS T 12.OC EACHWEACH WAV <br /> SJ SJ <br /> 8 <br /> tv v `q <br /> TE <br /> SAW CUT AT E°TANK SLAB M zql <br /> ALL SIDE pLOL TOP OF MANHOLE RINGS TO BE <br /> 1-ABOVE ORAOES SHOWN.SLOPE 1 <br /> 0 a oOCONCRETEI/4'PE—TONORMAL <br /> GRADES TYPICALCUT DETAILS wSJ „�D o0C <br /> O O 48'ONFROM MANHOLE <br /> W d SLOPECONCRETE TO <br /> Q 9 DISPENSER STATION MANHOLE LID TYPICAL <br /> SITE CONCRETE IDTYPICAL _ <br /> (NEWCONSTRUCTION) 2 <br /> REF CIVIL DRAWINGS <br /> 2-G8.1 EL 000.1 6'PIPE <br /> SLAB NK 4 ? SJ SJ SJ ® O BOLLARD,TYP A Ir EL00.1 REMOTE VENTTRgNSITION <br /> EL 0001 EE-GB.O <br /> SUMPAND NTTRANSI <br /> p3 REBAR DOWELS X 36'LONG8 SU <br /> REF CIVIL DRAWINGS FOR LOCATION <br /> AT 18OC IF ADJOINING NEW § REMOTE VENT RACK <br /> CONS RUCTION SITE CONCRETE q w AMU <br /> EL000.1 ALL SIDE <br /> EL OOO.t <br /> FOR REINFORCING REF ALL BIDES CJ � EL 000.1 CJ p <br /> CONSTRUCT ON JOINT(BELOW) og SJ o11 o J <br /> I Y.II."I ul.,;Lr�li7rll4�l =�1," 3 _ 4 v <br /> nlF <br /> LIMITSOFGONC bCONTROLJTSj -TYPICAL 4 <br /> 2 G.0 <br /> EL000. <br /> SLAB S 4 C CJ VERTICALCLEAN <br /> I AIRSEPARAPOR, <br /> FEE <br /> 3l4'SMOOTH DOWELS X 2p'LONG EL 0001 -G6.0 <br /> AT 12'DC WITH EXPANSION CAP1 °4-0' d-0' E COLUMN SPACING .-0 4'-0' 4'-0'1 CJ CJ <br /> EL 000.1 <br /> x3N CANOREBAR AT S 18'OCEACHWAY 33'-0.0.TLOCANAS <br /> $2'PLASTICGHAIRS ON EACH LIMITS OFCONC <br /> LONGRUDAL BAR AT 4'OG STREET SIDE SLOPE TYPICAL <br /> �} x3 RESAR AT IT OC EACH WAY CJ CJ <br /> NTANK SI-AB <br /> $3-PLASTIC CHAIRS ON EACH <br /> LONGITUDAL KARAT 4'OC <br /> CONSTRUCTION JT 3 <br /> 30'd' <br /> TANK TANK SLAB <br /> 8'TANK SLAB <br /> JOINT DETAILS FUEL AREA SLAB LAYOUT AND DIMENSIONAL PLAN <br />