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H KEY NOTES <br /> EXPLOSNE PROOF JAOX <br /> WITH 3l4"NPT THREADS <br /> MOUNT FHT GC TO INSTALL Qt CONCRETE SLAB.REF 1-G8.I AND CIVIL DRAWING <br /> IN UPRIGHT POSITION FOR TOS ELEVATIONS,ALL MANHOLE!WITHIN <br /> BOVE <br /> CORD D CORD GRIP <br /> THE TANK SLAB AREA TO BE RAISED 1"ATHI <br /> PN <br /> SUPPLIED WITH PROBE NORMAL GRADE OF CONCRETE.SLOPE CONCRETI <br /> TO MANHOLES il4•PER FT.CROWN CONCRETE Al <br /> TO NOT INHIBIT WATER DRAINAGE OFF THE TANK <br /> SLAB(NOPOOLING). <br /> 8-CONCRETE SLAB 02 GEOTECH FABRIC MATERIAL TO EXTEND IT <br /> MINIMUM PAST THE TANK HOLE EXCAVATION. <br /> S y g 5c METHOD OF PINNING FABRIC AT TOP OF <br /> EXCAVATIO NTOSEAPPROVEDBYTHETg FUELIN( <br /> CONSTRUCTION MGR. <br /> PEA GRAVEL BACKFILL TYP <br /> f _.Y (OR APPROVED 03 MOH STRAP ANCHOR SYSTEM SUPPLIED BY TANK <br /> y.( '1 ALTERNATE) MANUFACTURER.PLACE DEADMEN PER <br /> 5555.... MANUFACTURER'S INSTALLATION INSTRUCTIONS, <br /> Q FORSLOPE,FOLLOWCURRENTOSHA <br /> REGULATIONS.IF SHEET PILES ARE UTILRED, <br /> CON D JU WITH SEAL-OFF PROVIDE 42•MINIMUM CLEARANCE BETWEEN NEW <br /> TYP REF-9.0 AMID-12.0 TANKS AND SHORING, <br /> 05 BURIAL DEPTH GREATER THAN B-8"REQUIRES TB <br /> BRINE LIQUID LEVEL 0 4-FRP RISER PIPE FUELING AND MANUFACTURER'S APPROVAL. <br /> 3 BELLBYMALEFITTINGAT © UN DISTURBED SOIL OR COMPACTED BACK FILL <br /> EACH END OF PIPE RISER STP/ATG MgNHOLE STP/ATG MANHOLES NOT LESS THAN 95%OF MODIFIED PROCTOR <br /> REF 1-G4.p REF 1-G4.0&2-G4.0 1 DENSITY(AASHTO0.TASOL <br /> 2 ® REFER TO EQUIPMENT SCHEDULE, <br /> SHEET GTO&G7.1 <br /> BRINE TANK RESEVO R +Eli <br /> - 3 <br /> a � <br /> P <br /> g <br /> TANK RIB <br /> 3'-0" <br /> INTERSTITIALSPACE <br /> FILLED WITH BRINE <br /> INNER TANK WALL 10'DIA <br /> 10'DIA <br /> 20K GALLON 20K GALLON SPLITTANK <br /> REGULAR (8K PREMIUM UNLEADED <br /> UNLEADED AND 12K DIESEL) 4 <br /> TANK#1 TANKS it2 A <br /> PEA GRAVEL BACKFILL TYP <br /> (Be APPROVED ALTERNATE) <br /> } S 12'PEAGRAVELBACKFILL <br /> OR AP ROVED <br /> q <br /> MATERIAL <br /> ERNATE)UNDERTANKS <br /> � - ANDDEADMEN <br /> 24• 24• -' 3 Fri" x fife <br /> 14- <br /> ­ <br /> ANNULAR <br /> MINANNULAR SPACE <br /> RISER AND SENSOR SECTION ,rT'�_ 10' DIA UNDERGROUND STORAGE TANK SECTION <br /> SEE DETAILS 1 11,SHEETS <br /> G4.0G.1 FOR FILL TUBES, <br /> OFFSET ANNULAR SPACE PRODUCTFILLAND SEE DETAILS 182,SHEETS OVERFILL VALVES.TANK <br /> MANHOLETOMAINTAINZ VENT MANHOLE G4.0G 1FOR FILL TUBES, ® PROBES,AND STRIKER PLATES. <br /> CLEARANCE FROM STP COVER REF-1 OVERFILL VALVES,TANK <br /> ANN"'SPACE STP/ATG MANHOLE © PROBES,AND STRIKER PLATES. 'o <br /> RISER REF 4-63.0 <br /> IF 164.0 STP/ATG MANHOLE PRODUCTFILLAND <br /> REF 1-64.0 VAPOR MANHOLE STP/ATG MANHOLE [2 <br /> 51p•L S0 REF 1-64.1 1 REF iG4.0 „y PRODUCT FILLANO ANNULTR SPACE <br /> (03E VAPOR MANHOLE RISER <br /> MI FILL) .. 1VAPoR) 1NLU 2 5 REF 1-64.1 REF4-G D 1 <br /> PoR)FlLLI 2 <br /> MuL <br /> PEAGRAVELBACKFILLTYP <br /> (OR APPROVED ALTERNATE) PEA GRAVEL BACKFILL TYP <br /> 4 c (OR APPROVED ALTERNATE) <br /> TArvKn3 ANKp2 12'PEA GRAVEL BACKFILL P$ <br /> ALTERNATETERIAL)UNDEROVED TUL gNK#1 IT PEA GRAVEL BACKFILL <br /> TANKS AND DEADMEN MATERIAL(OR APPROVED <br /> ALTERNATE)UNDER <br /> TANKS AND DEADMEN <br /> 5 100 413• 1'2 5 4 1 29 4 1 8 a k 5-10�• 0 1 _ g. 3_ ,� Ir <br /> 3 I <br /> 314 T <br /> 3 5'.g' 4'F3• L <br /> - g <br /> �`3 3Tdy' <br /> 10' DIA 20,000 GALLON SPLIT TANK SECTION 10' DIA 20,000 GALLON TANK SECTION <br /> 3 <br /> EI 16380 Fuel\2016 Sub Consultants\2016 Documents\SEI—Kell V\PROTO—PENDING APPROVAL—DO NOT USE\US Proto with Multicort sheets\ SEI orototw name MPT— FUELING.dwa <br />