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8"TANK SLAB MIN,
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<br /> HARRISON FRENCH
<br /> & As S O C1 A T E S , L T D
<br /> Suite 3
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<br /> IF TANK EXCAVATION IS APT TO FILL WITH WATER FROM ANY SOURCE,TANK IS TO BE Bentonville,1705 S.Walton BlArkavd.,
<br /> 72712
<br /> BALLASTED WITH CLEAN WATER. AT NO TIME IS BALLAST WATER LEVEL IN TANK PEA GRAVEL t 479.273.7780
<br /> TO EXCEED LEVEL OF WATER(OR BACKFILL) IN TANK EXCAVATION. AFTER U.G. FUEL TANK f 888.520.7785
<br /> INSTALLATION,ALL WATER IS TO BE REMOVED BY PUMPING WITH SUCTION HOSE AT (TYP)
<br /> LOW END OF TANK. AFTER WATER IS REMOVED, CIRCULATE DRY COMPRESSED AIR Nvww.hfa-ae.com
<br /> THROUGH TANK OPENINGS TO DRY TANK INTERIOR. ALL TANK OPENINGS MUST BE
<br /> LEFT OPEN DURING THIS DRYING OPERATION. CONTRACTOR MUST PROVIDE FIBERGLASS HOLDDOWN
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<br /> CERTIFICATION THAT THE TANK WAS DRIED COMPLETELY AND IS CLEAN. DO NOT � W Uj- m
<br /> USE TURBINE PUMP TO EMPTY WATER IN TANK. o �n z W w o
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<br /> PROVIDE AN ALTERNATE PRICE (No. 2)TO PROVIDE&INSTALL DEADMEN W!i-z,j a W x XT 0003:
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<br /> ANCHORS TO ALL UNDERGROUND FUEL TANKS&OIL-WATER SEPARATOR Z a¢ Z w w N w a
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<br /> TYPICAL
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<br /> 12"PEA GRAVEL BED 2 18"CONCRETE DEADMAN
<br /> BETWEEN ANY TWO
<br /> FILTER FABRIC ADJACENT TANKS Q
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<br /> DEADMEN / ANCHORING INSTALLATION GENERAL NOTES:
<br /> 1. CONTRACTOR IS TO INSTALL DEADMEN IN SUCH A MANNER 1. TANK ANCHORING SHALL BE INSTALLED ONLY WHEN
<br /> AS TO NOT REQUIRE PERSONNEL IN THE BOTTOM OF THE APPROVED BY OWNER AND AS REQUIRED
<br /> EXCAVATION. THESE INSTALLATIONS ARE INTENDED TO BE BY LOCAL AGENCIES. IT IS RECOMMENDED THAT o
<br /> ONLY A GUIDE. CONTRACTOR MUST COMPLY WITH ALL TANKS BE ANCHORED FOR INSTALLATIONS WHERE
<br /> APPLICABLE OSHA OR CAL/OSHA REGULATIONS. GROUND WATER IS LESS THAN 16 FEET BELOW GRADE.
<br /> O O �� 2. CONCRETE DEADMEN SHALL BE PRECAST ABOVE GRADE WITH 2. FOR HOLD-DOWN STRAP LOCATIONS, REFER TO0 O
<br /> O O O ANCHOR RODS IN PLACE, ON CENTERS(AS SHOWN), A MINIMUM DETAIL HEREON.
<br /> OF 7 DAYS PRIOR TO INSTALLATION.
<br /> 03. 3,000 AND/OR 550(IF APP)GALLON OIL-WATER SEPARATOR TANK, WHEN 0013. PROPERLY POSITION DEADMEN IN THE HOLE(ON TOP OF INSTALLED,TO BE ANCHORED PER MANUFACTURER'S
<br /> O O F PEA GRAVEL)PRIOR TO ANY BACKFILL.. SPECIFICATIONS.
<br /> ST ` �0 4. PLACE A 12"THICK BED OF PEA GRAVEL AND GRADE SMOOTH.
<br /> Vos"TING
<br /> O 5. SET TANKS ON PEA GRAVEL BED. REQUIRING ANCHORING. (ALL WET HOLE CONDITIONS)
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<br /> O O I� 6. BACKFILL TO CENTERLINE OF TANKS.o NOTE: QROFESSIO
<br /> O O O O I O GENERAL CONTRACTOR TO 7. POSITION ANCHOR STRAPS AND ATTACH TO ANCHOR RODS.
<br /> VERIFY NUMBER OF REQUIRED
<br /> TIGHTEN TO OBTAIN A SNUG FIT.
<br /> o OBSERVATION WELLS AND 8. BACKFILL TO TOP OF TANK.
<br /> BACK OF CURB
<br /> ADDITIONAL REQUIREMENTS
<br /> O MATCH EXISTING WITH AUTHORITY HAVING M 094
<br /> O CONDITION JURISDICTION. DO NOT INSTALL STANDARD TANK SECTION
<br /> OBSERVATION WELL IN DRIVE
<br /> AREAS. NOT TO SCALEOCF CA to�0
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<br /> 0 0 0 0 FRONT OF CURB FF-306
<br /> MATCH EXISTING OBSERVATION WELL
<br /> 2020.05.20 10:43:45-05'00'
<br /> CONDITION MANHOLE
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<br /> cy, OP-117 HOLDDOWN STRAP
<br /> O ATG OBSERVATION WELL PROVIDED BY OWNER
<br /> ANNULAR
<br /> PROBE O MANHOLE
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<br /> 8"TANK REINFORCED
<br /> p 8"TANK REINFORCED-------_____. CONCRETE SLAB ISSUE BLOCK
<br /> EXISTING BUILDING
<br /> U CONCRETE SLAB
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<br /> Y SLOPE SLAB CONCRETE SLOPE SLAB CONCRETE ATTACHMENT LINK
<br /> Q OUT V-0"-MANHOLE OUT V-0"-MANHOLE PROVIDED BY OWNER
<br /> ~ RAISED 1"ABOVE FINISHED RAISED 1"ABOVE FINISHED
<br /> GRADE ANNULAR OO O O GRADE
<br /> LL JAW&JAW
<br /> EXISTING ELECTRICAL ATG OR JAW&EYE TURNBUCKLE
<br /> TRANSFORMER PROBE FF-300 BY FUEL CONTRACTOR
<br /> OBSERVATION WELL
<br /> Ui O MANHOLE
<br /> m EX TO CONC.SLAB
<br /> G CON OR DEADMAN ANCHOR
<br /> IST IN V STORE NO. 223
<br /> LL ,X` 1 FF-300
<br /> DOCUMENT DATE: 04.15.20
<br /> ATG OO O \ U /PROBE MANHOLE
<br /> WELL
<br /> ANNULAR
<br /> � CHECKED BY: BKH
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<br /> NOTE: TIGHTEN STRAPS
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<br /> UNIFORMLY FOR EVEN DRAWN BY: WWB
<br /> (n w DISTRIBUTED LOAD TO TANK
<br /> a) N PROTO CYCLE: 01.01.20
<br /> 04
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<br /> • ,_,_,_,_._,_._,_._,_._._,_._,_._,_._,_,_,_,_,_,_,_. , ,_,_,_,_,_,_._,_._,_._,_._,_._,_._,_._,_._,_._._._._._._._._, TANK
<br /> 3 4" CONCRETE AREA ANCHORING
<br /> NEW SECTION OF FENCE 8"TANK REINFORCED FOR OBSERVATION WELL AND TANK SLAB
<br /> > MATCH EXISTING MATERIAL CONCRETE SLAB OVER DETAIL
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<br /> cq NEW TANK SLAB DETAIL TURNBUCKLE ATTACHMENT
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<br /> N - NOT TO SCALE NOT TO SCALE SHEET:
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