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® KEY NOTES <br /> 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 114" PER FT. CROWN CONCRETE AS TO c <br /> NOT INHIBIT WATER DRAINAGE OFF THE TANK 411 <br /> g <br /> SLAB(NO POOLING). c <br /> PRODUCT FILL (YELLOW) STAGE 1 VAPOR RECOVERY <br /> (ORANGE) 02 GASOLINE RESISTANT JOINT SEALING COMPOUND <br /> (INTERNAL) c�O 00o r OOp PRODUCTS/2.1,9. <br /> REF SPEC SECTION V CONCRETE 1 PAT - <br /> p0 Oq p00 OOq ❑ UNDISTURBED COMPACTED LL <br /> LESS THAN 95%OF MODIFIED PROCTOR <br /> NOTCu <br /> 0�4(�pQCl ���CC14��0 DENSITY(AASHTO-T-180). <br /> DIESEL FILL VAPOR ® 1/2"THICK ASPHALT IMPREGNATED EXPANSION <br /> RECOVERY <br /> JOINT MATERIAL. � <br /> PRODUCT FILL (WHITE) PRODUCT FILL(RED) 92'-0" O-T-O TANK SLAB n5 PLASTIC CASTLE CHAIRS PROVIDED BY W <br /> SEI/SOURCE NA. REF G6.1 SHEET FOR CHAIR <br /> REMOTE VENT RACK SIZES,TYPES <br /> INTERIOR SPILL �O 004 q00 Op FOR QUANTITY. <br /> ND LOCATIONS. REF G7.0 SHEET Pf�tO 11-05-18 <br /> INTERIOR SPILL REMOTE VENT TRANSITION <br /> ID p SUMP AND CONC SLAB <br /> BUCKET TAG Cl� � Q � BUCKET TAG <br /> O O 38 REF CIVIL DRAWINGS FOR LOCATION1 <br /> 00�41Jflt]p�00 00paBB4�p0� 6" PIPE BOLLARD,TYPx <br /> G6.0 <br /> REF 2-G6.0 <br /> REGULAR PREMIUM C) <br /> 17'-7" 17'-2" 22"1 17'-2" 77'_91„ Lo <br /> O <br /> ~ Z <br /> Cn <br /> CJ CJ CJ CJ CJ <br /> ALL OTHER SMALL_MANHOLES LIMITS OF CONC LIMITS OF CONIC J <br /> PAINTED BLACKSLOPE TYPICAL p <br /> CIO SLOPE TYPICAL I- co U-) J <br /> 1 ' warn Z <br /> MANHOLE COLOR SCHEDULE z * z < ° <br /> 5 < W ¢ z US w <br /> • o o <br /> ° Ww ° j <br />