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'SIVE PROOF J. OX <br />4" NPT THREADS <br />FLAT. GC TO INSTALL <br />3HT POSITION <br />NO CORD GRIP <br />:D WITH PROBE <br />:RETE SLAB <br />AVEL BACKFILL TYP <br />(ROVED <br />TATE) <br />T WITH SEAL -OFF <br />F 1-G9.0 AND 1-G12.0 <br />;P RISER PIPE <br />BY MALE FITTING AT <br />i END OF PIPE RISER <br />'ANK RESEVOIR <br />IS <br />TITIAL SPACE <br />KITH BRINE <br />ANK WALL <br />ANNULAR SPACE <br />RISER AND SENSOR SECTION <br />OFFSET ANNULAR SPACE FIR DUCTFILLAND <br />MANHOLE TO MAINTAIN 10" VENT MANHOLE <br />CLEARANCE FROM STP COVER REF 2-G4.1 <br />ANNULAR SPACE STP/ATG MANHOLE <br />RISER REF 4-G3.0 REF 2-G4.0 STP/ATG MANHOLE PRODUCT FILL AND <br />REF 1-G4.0 VAPOR MANHOLE <br />c� REF 1-G4.1 <br />MIN M (FILL) (VAPOR) (FILL) <br />BACKFILL, TYP (OR <br />APPROVED <br />ALTERNATE) <br />I■■I■I■1111I■I■I■■I■I■■I■A.I■I■I■I■I■I■ <br />12" PEA GRAVEL <br />BACKFILL MATERIAL <br />(OR APPROVED <br />ALTERNATE) UNDER <br />TANKS AND DEADMEN <br />10 <br />5-18" <br />4-12" <br />1-02 <br />5}^ 4'-2^ <br />2'-9" <br />3 <br />4'-12' <br />S��. <br />4' a.. <br />Z <br />SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br />W a <br />GRADE OF CONCRETE. SLOPE CONCRETE TO <br />0 <br />MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />3'_ 2' <br />00 <br />7 <br />W <br />37'-4" <br />U <br />CD <br />Q GEOTECH FABRIC MATERIAL TO EXTEND 60" <br />T-22--- <br />.22-" <br />10DIA 20,000 GALLON SPLIT TANK SECTION <br />STP/ATG MANHOLE STP/ATG MANHOLES <br />REF 1-G4.0 REF 1-G4.0 & 2-G4.0 <br />MIN <br />3'-0" <br />10' DIA 10' DIA <br />20K GALLON 20K GALLON SPLIT TANK <br />REGULAR (8K PREMIUM UNLEADED <br />UNLEADED AND 12K DIESEL) <br />TANK#1 /11 111 TANKS #2&#3 <br />24" 1..— 24" 24" 2a" <br />* i <br />MIN MIN MIN MIN MIN MIN <br />Fol KEY NOTES <br />Z <br />O z�E <br />Q CONCRETE SLAB. REF CIVIL DRAWINGS FOR TOS <br />ELEVATIONS. ALL MANHOLES WITHIN THE TANK <br />Z <br />SLAB AREA TO BE RAISED 1"ABOVE THE NORMAL <br />W a <br />GRADE OF CONCRETE. SLOPE CONCRETE TO <br />0 <br />MANHOLES 1/4" PER FT. CROWN CONCRETE AS TO <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />a <br />'a <br />00 <br />7 <br />W <br />SLAB (NO POOLING). <br />U <br />CD <br />Q GEOTECH FABRIC MATERIAL TO EXTEND 60" <br />10 <br />F <br />MINIMUM PAST THE TANK HOLE EXCAVATION. ALL <br />0 <br />GEOTECH FABRIC MATERIAL SHALL BE PINNED <br />clJ <br />Q <br />Z <br />O <br />PRIOR TO BACKFILLING. METHOD OF PINNING <br />rn <br />Q <br />FABRIC AT TOP OF EXCAVATION TO BE APPROVED <br />m <br />BY THE 7 -ELEVEN CONSTRUCTION MGR. <br />0 MOH STRAP ANCHOR SYSTEM SUPPLIED BV TANK <br />D <br />#6 <br />�' <br />MANUFACTURER. PLACE DEADMEN PER <br />C <br />3 <br />Y <br />d <br />'P (OR <br />'O <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br />4k <br />ol <br />0 - <br />® FOR SLOPE, FOLLOW CURRENT OSHA <br />v <br />d a— <br />a oaKiO <br />v�iav�m <br />��a3m�=rr yE <br />REGULATIONS. IF SHEET PILES ARE UTILIZED, <br />HE <br />/E L <br />TERIAL <br />ProtO 11-05-18 <br />PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br />TANKS AND SHORING. <br />)EADMEN <br />oc <br />OE''y£o.3�N6t@ <br />BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br />7 -ELEVEN AND MANUFACTURER'S APPROVAL. <br />© UNDISTURBED SOIL OR COMPACTED BACK FILL <br />NOT LESS THAN 95% OF MODIFIED PROCTOR <br />DENSITY (AASHTO-T-180). <br />PEA GRAVEL BACKFILL TYP <br />(OR APPROVED <br />ALTERNATE) <br />12" PEA GRAVEL BACKFILL <br />MATERIAL (OR APPROVED <br />ALTERNATE) UNDER <br />TANKS AND DEADMEN <br />10' DIA UNDERGROUND STORAGE TANK SECTION <br />0 10 ' DIA 20,000 GALLON TANK SECTION <br />N <br />Z Z �QN Z <br />3W O <br />Z O U F - <br />w d z(3Z w <br />W >Z� Y <br />W 0 J' N <br />ti LU <br />m w� <br />U � <br />Q <br />2 <br />O <br />0 <br />N <br />M <br />35558 <br />G3.0 <br />FUELING - USA CA <br />Z <br />O z�E <br />Z <br />W a <br />� <br />0 <br />00 <br />7 <br />W <br />N <br />K <br />CD <br />F- <br />10 <br />F <br />d <br />0 <br />clJ <br />Q <br />Z <br />O <br />rn <br />Q <br />T <br />m <br />CO <br />� <br />#6 <br />�' <br />ui <br />C <br />3 <br />Y <br />d <br />'P (OR <br />'O <br />� <br />0 <br />ol <br />0 - <br />I'S m oL3 <br />c <br />d a— <br />a oaKiO <br />v�iav�m <br />��a3m�=rr yE <br />HE <br />/E L <br />TERIAL <br />cry;d ca`�OE <br />ED <br />UNDER <br />E m.. <br />)EADMEN <br />oc <br />OE''y£o.3�N6t@ <br />35558 <br />G3.0 <br />FUELING - USA CA <br />