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® KEY NOTES <br />3 <br />0 <br />z <br />0 <br />U <br />w <br />rn <br />Y <br />Q <br />M <br />Q00 <br />if NO <br />s <br />anL�j <br />rz <br />m <br />tIVE PROOF J-BOX <br />4" NPT THREADS <br />FLAT <br />;RETE SLAB <br />AVEL BACKFILL TYP <br />)ROVED <br />IATE) <br />IT WITH SEAL -OFF <br />:F 1-G9 AND 1-G12 <br />ND CORD GRIP <br />=D WITH SENSOR <br />P RISER PIPE <br />BY MALE FITTING AT <br />END OF PIPE RISER <br />DRD <br />r CUT) <br />R SPEC <br />TANK WALL <br />rITIAL SPACE <br />ANK WALL <br />ANNULAR SPACE <br />RISER AND SENSOR SECTION <br />10' DIA 20,000 GALLON SPLIT TANK SECTION <br />1 /4"=1'-0" <br />% GRAVEL BACKFILL TYP <br />t APPROVED ALTERNATE <br />PEA GRAVEL BACKFILL <br />FERIAL (OR APPROVED <br />'ERNATE) UNDER <br />IKS AND DEADMEN <br />^/ A- AAA•111/�I r wow . �.-� •���...w. -.w <br />GRAVEL BACKFILL TYP <br />4PPROVED ALTERNATE) <br />EA GRAVEL BACKFILL <br />ERIAL (OR APPROVED <br />:RNATE) UNDER TANKS <br />DEADMEN <br />MIN muv Mary MIN MIN MIN <br />10' DIA UNDERGROUND STORAGE TANK SECTION <br />1 CONCRETE SLAB. REF 1-G6.1 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 1/4" PER FT. CROWN CONCRETE AS TO <br />c <br />NOT INHIBIT WATER DRAINAGE OFF THE TANK <br />2 <br />SLAB (NO POOLING). <br />v <br />N <br />2 GEOTECH FABRIC MATERIAL TO EXTEND 12" <br />O <br />MINIMUM PAST THE TANK HOLE EXCAVATION. <br />METHOD OF PINNING FABRIC AT TOP OF <br />EXCAVATION TO BE APPROVED BY THE OWNER <br />CONSTRUCTION MGR. <br />3 NOT USED <br />rmm) <br />4 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK <br />MANUFACTURER. PLACE DEADMEN PER <br />MANUFACTURER'S INSTALLATION INSTRUCTIONS. <br />5 FOR SLOPE, FOLLOW CURRENT OSHA <br />REGULATIONS. IF SHEET PILES ARE UTILIZED, <br />PROVIDE 42" MINIMUM CLEARANCE BETWEEN NEW <br />TANKS AND SHORING. <br />6 BURIAL DEPTH GREATER THAN 5'-8" REQUIRES <br />OWNER AND MANUFACTURER'S APPROVAL. <br />7 UNDISTURBED SOIL OR COMPACTED BACK FILL <br />NOT LESS THAN 96% OF MODIFIED PROCTOR <br />DENSITY (AASHTO-T-180). <br />10' DIA 20,000 GALLON TANK SECTION <br />% GRAVEL BACKFILL TYP <br />t APPROVED ALTERNATE) <br />PEA GRAVEL BACKFILL <br />SERIAL (OR APPROVED <br />'ERNATE) UNDER <br />IKS AND DEADMEN <br />Proto 2nd Qtr 04-03-15 <br />0 <br />UC' <br />co <br />M <br />Jm <br />cn <br />Da <br />mac) <br />Z <br />OQ <br />m_J <br />O <br />Wl-- <br />E-z( <br />U <br />C�LLj > <br />zg� <br />LLJ <br />�= <br />aaa <br />U) <br />Y <br />Z <br />Q� <br />0 ch } <br />Z <br />H <br />Q Q <br />ciW <br />N <br />W <br />O <br />(V <br />M <br />T_ <br />(o Y 0 <br />o P 0 <br />O N <br />co Z <br />M 0 <br />co c N <br />Q m <br />� <br />co N <br />� = U <br />Q V cc � t <br />fA 0 0 0 <br />`oa�imca�000mc��f0 <br />Urn.. '10 a) .. <br />�.0 2 c•° oot o N= a o <br />0$oo2>,=o—�Lmu, <br />ca u) r0 r a� � 3 c aL — <br />ao-o10r: u.!5 `Uccc5 <br />w°mvoiQoa-d2oor -pE <br />0 <br />E N ,F o N o uu)iin mtv� V <br />c0cc>,o oca��o�:D <br />oc0o c0_ 00= 3:—S <br />—co <br />1111111111! <br />! <br />��♦•OQ� ��� E IVSF. ���i��� <br />40 <br />No 68170 <br />•• <br />e STATE OF Z <br />z:'0NAl_ <br />SHEET: <br />G 3 <br />FUELING - USA <br />