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18 ® KEY MOTES <br /> EXPLOSIVE PROOF J-BOX WITH <br /> 314" NPT THREADS CONCRETE SLAB. REF 1-G6.1 AND 1-G0.1 FOR TOS <br /> MOUNT FLAT. GC TO INSTALL IN ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br /> UPRIGHT POSITION SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br /> CORD AND CORD GRIP GRADE OF CONCRETE, SLOPE CONCRETE TO <br /> SUPPLIED WITH PROBE MANHOLES 114" PER FT. CROWN CONCRETE AS TO O <br /> NOT INHIBIT WATER DRAINAGE OFF THE TANK a <br /> 29 SLAB (NO POOLING). <br /> U <br /> N <br /> 8" CONCRETE SLAB GEOTECH FABRIC MATERIAL TO EXTEND 12" <br /> g , d A MINIMUM PAST THE TANK HOLE EXCAVATION. <br /> d a METHOD OF PINNING FABRIC AT TOP OF <br /> a EXCAVATION TO BE APPROVED BY THE 7-ELEVEN <br /> CONSTRUCTION MGR. <br /> _ - PEA GRAVEL BACKFILL TYP MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK �. <br /> i (OR APPROVED MANUFACTURER. PLACE DEADMEN PER p <br /> ALTERNATE) MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br /> ® FOR SLOPE, FOLLOW CURRENT OSHA <br /> REGULATIONS. IF SHEET PILES ARE UTILIZED, <br /> -__ PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br /> -CONDUIT WITH SEAL-OFF TYP TANKS AND SHORING. Proto 08-21-17 <br /> REF 1-G9.0 AND 1-G12-0 <br /> BURIAL DEPTH GREATER THAN 5-8" REQUIRES <br /> 7-ELEVEN AND MANUFACTURER'S APPROVAL, <br /> 01 4" FRP RISER PIPE <br /> BRINE LIQUID LEVEL ® UNDISTURBED SOIL OR COMPACTED BACK FILL <br /> NOT LESS THAN 95% OF MODIFIED PROCTOR <br /> 31 BELL BY MALE FITTING AT STP I ATG MANHOLE STP 1 ATG MANHOLES--- DENSITY (AASHTO-T-180). O <br /> EACH END OF PIPE RISER REF 1-G4.0 REF 1-G4.0 &2-G4.0 1 <br /> 29 2 ~ <br /> (n <br /> BRINE TANK RESEVOIR -- )w PC- U C� W p <br /> 3z'cj Xy Ey Er p > 64 <br /> - 6 ? Lo Z <br /> j Na °' _0 <br /> Z - SUV ill- <br /> TANK <br /> TANK RIB WU� Z Z Z W <br /> 3'-0" > p W > o (I) <br /> INTERSTITIAL SPACE 01 W of > < Y Y <br /> FILLED WITH BRINEZ <br /> INNER TANK WALL W � --J � o <br /> 10' DIA 10' DiA ll- <br /> I W ui �t <br /> 20K GALLON 20K GALLON SPLIT TANK Y <br /> REGULAR (8K PREMIUM UNLEADED <br /> UNLEADED AND 12K DIESEL) U ~ <br /> 4 = <br /> TANK#3 TANKS#4 &#5 PEA GRAVEL BACKFILL TYP <br /> (OR APPROVED ALTERNATE) O <br /> -12" PEA GRAVEL BACKFILL <br /> j MATERIAL (OR APPROVED <br /> �' _- ALTERNATE) UNDER TANKS <br /> AND DEADMEN <br /> 3 <br /> 24" 24" 24" 24" 24" 24" <br /> MIN MIN MIN MIN MIN MIN <br /> ANNULAR SPACE <br /> RISER AND SENSOR SECTION- 10 ' DIA UNDERGROUND STORAGE TANK SECTION- <br /> 1/2"=V-0" v 1/4"=V-0" <br /> 06 <br /> m <br /> La o <br /> PRODUCT FILL AND VENT OFFSET ANNULAR SPACE m <br /> MANHOLE REF 2-G4-1 MANHOLE TO MAINTAIN 10" W kin <br /> o <br /> CLEARANCE FROM STP COVER <br /> B1 <br /> STP/ATG MANHOLE ANNULAR SPACE <br /> -STPIATG MANHOLE 1 i0 °i <br /> PRODUCT FILL AND REF 2-G4 RISER REF 4-G3-0 m c <br /> STP/ATG MANHOLE_- C7 PRODUCT FILL AND ANNULAR SPACE � <br /> VAPOR MANHOLE cb <br /> ¢ ^� <br /> REF 1-G4.0 o 'v v m <br /> 1 REF 1-G4-0 vs VAPOR MANHOLE RISER t In <br /> REF 1-G4.1 �' 1 o m c <br /> 2 (PUL (DSL M 10 5 REF 1-G4.1 RUL REF 4G3.0 a <br /> LL <br /> FILLY ( APOR) FILL) MI ( 2 r� n <br /> ..� . . <br /> VAPOR) FILL) <br /> 00 <br /> co © Cn <br /> O <br /> �- <br /> - - - W <br /> VilzLem <br /> r cD CL] Y <br /> Z X O 0 O <br /> Q _ _ <br /> 00 O <br /> O <br /> VJS © <br /> Cb <br /> VQ JeL D} aj U <br /> PEA GRAVEL BACKFILL TYP _ ( 1 <br /> OR APPROVED ALTERNATE - - _ <br /> PEA GRAVEL BACKFILL TYP � (n D D U <br /> r _ (OR APPROVED ALTERNATE) <br /> � .. p pmmcma = Oa)oiD -mcu <br /> - E <br /> 12" PEA GRAVEL TANK#a OTANBK#5 EL RUL 4 m 3 o c ' o <br /> BACKFILL MATERIAL TANK#3 CD <br /> Lc� MATERIAL (OR APPROVED ami g � c T'� �'� w c <br /> OR APPROVED 12" PEA GRAVEL BACKFILL L U 3 a _ o <br /> i <br /> ALTERNATE) UNDER U .- �- 2 <br /> TANKS AND DEADMEN ALTERNATE) UNDER Q ._ 3 x �; �,3 o u co 6 � C <br /> a O =a" qp m 0-cc <br /> 6, � TANKS AND DEADMEN ;v a m o ai ��-,� L `� c <br /> a. ai � C7 � c a� m <br /> � a� <br /> - <br /> 11 r <br /> E�Uu - u� �� rU�_ ' DLUO� u+!� CO ro <br /> 11 _F1 <br /> co CL o co x <br /> Lij <br /> C7 <br /> 3 <br /> 4,-63„ 4'-1 2,-9„ 4,- 1,. 6' 4„ V-41„ 4,-11„ 5'-107" 3„ 1„ 3 <br /> 8 5'-6" 2 2 2 2 8 4'-6- 6'-10- 4'-1-I" 4-1-1" 5'-107" <br /> _.__� ---- - --- 8 2 2 6' 8" 5'-6" 2 8 pao ►G <br /> 18'-0" - Ir - _' <br /> 18'-0 <br /> 0 T-22„ 37'-94" 3'-2 <br /> _-- --- _._ 37'-84,. <br /> Ir <br /> o <br /> c� <br /> 10 ' DIA 20 , 000 GALLON SPI T TANK SECTION 10 ' D A 20 000 GALLON TANK SECTION SHEET: <br /> 2 o„ <br /> Y <br /> U <br /> oZ <br /> G3 . 0 <br /> FUELING - USA <br />