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ASPHALT & STONE AS
<br />SPECIFIED BY PROJECT
<br />SPECIFICATIONS
<br />um 1
<br />SLOPE SIDES OF TANK HOLE
<br />OR USE SHORING FOR ALL 15
<br />TANK EXCAVATIONS IN 2�
<br />ACCORDANCE WITH OSHA 1926
<br />SUBPART P, OSHA STANDARDS ,\\ MIN
<br />- EXCAVATIONS; FINAL RULE
<br />OCTOBER 1, 1989
<br />10' — 6,p
<br />\�� .•
<br />t 6 0" MIN.
<br />,18 „F LTER FABRIC ON BOTTOM 6" MAX.
<br />& SIDES OF TANK HOLE
<br />3'
<br />18" 118"
<br />ASPHALT AND STONE PER
<br />PROJECT SPECIFICATIONS
<br />EXTEND CONTINUOUS FILTER 14
<br />FABRIC TO SLAB
<br />ffe-Nn.
<br />NOTE: --
<br />DEFLECTION MEASUREMENT BEFORE & AFTER
<br />TANK INSTALLATION SHALL BE ACCORDING TO
<br />MANUFACTURER'S REQUIREMENTS AND SHALL
<br />BE WITHIN MANUFACTURER'S TOLERANCES.
<br />ALL INFORMATION SHALL BE COMPLETED AS
<br />PER THE MANUFACTURER'S WARRANTY
<br />DOCUMENTATION.
<br />TANK HOLE EXCAVATION, AND BACKFILL PROCEDURES
<br />16 FILTER FABRIC
<br />15
<br />le 2'
<br />MIN.
<br />(IFT OF
<br />D 3rd
<br />L
<br />PEA GRAVEL
<br />\l\�I oo TO TOP OF
<br />TANK
<br />• �'\ 2nd LIFT OF PEA GRAVEL
<br />••.. \ 1st LIFT OF PEA GRAVEL
<br />MIN.c4_ BED
<br />18"
<br />1'-0" MIN. PEA GRAVEL INSTALLED
<br />OVER COMPACTED SOIL. IN WET HOLE
<br />INSTALLATIONS, INCREASE TO 18"
<br />MINIMUM PER MANUFACTURE'S
<br />RECOMMENDED INSTALLATION
<br />GUIDELINES.
<br />NOTES: UST INSTALLATION
<br />3TRAP
<br />TANI,"
<br />1O
<br />SLOPE CONCRETE AWAY FROM ALL MANHOLES 1" RISE OVER 12" RUN.
<br />OFIBER
<br />REINFORCEMENT TO BE USED. PREMIX UNIFORMLY THROUGHOUT
<br />QSAFETY.
<br />CONCRETE.
<br />OREINFORCING
<br />BARS TO BE NO LESS THAN 2" AND NO MORE THAN 4" FROM
<br />1 c'
<br />SURFACE.
<br />OREINFORCE
<br />CONCRETE SLAB AROUND MANHOLE WITH (4) #4 REBAR 60" IN
<br />15'
<br />LENGTH, PLACE REBAR 6 FROM SIDES OF BOX.
<br />ONOT
<br />USED.
<br />ONOT
<br />USED.
<br />le
<br />USE PEA GRAVEL CONSISTING OF NATURALLY ROUNDED AGGREGATE, MIN )b°' &
<br />OMAX
<br />OF )4" IN SIZE, FREE OF CLAY, SLAG, CINDERS, OR DEBRIS. ALL
<br />QNOT
<br />SUBSTITUTES MUST BE APPROVED BY MANUFACTURER'S & OWNER'S FIELD
<br />Q6
<br />REPRESENTATIVE.
<br />O
<br />NOT USED.
<br />ONOT
<br />USED.
<br />10
<br />NOT USED.
<br />11
<br />NOT USED.
<br />QNOT
<br />USED.
<br />QTANK
<br />PAD MINIMUM 2'-0" OFF OUTSIDE WALLS OF TANKS, AND MUST COVER
<br />ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY
<br />THE FOOTPRINT OF THE TANKS.
<br />14
<br />CUT CORNER WHERE MEETING ASPHALT PAVING ONLY. SQUARE CORNERS WHERE
<br />MEETING CONCRETE.
<br />15
<br />NOT USED.
<br />16
<br />NOT USED.
<br />SEE SITE SPECIFIC PLANS FOR ACTUAL TANK SIZES, PLACEMENT, AND
<br />ORIENTATION. FINAL SITE SPECIFIC TANK LAYOUTS SHALL BE APPROVED BY THE
<br />1
<br />LOCAL DISTRIBUTION TERMINAL MANAGER OR HIS AGENT. FINAL LOCATION
<br />SIGN --OFF SHALL BE DOCUMENTED.
<br />16 FILTER FABRIC
<br />15
<br />le 2'
<br />MIN.
<br />(IFT OF
<br />D 3rd
<br />L
<br />PEA GRAVEL
<br />\l\�I oo TO TOP OF
<br />TANK
<br />• �'\ 2nd LIFT OF PEA GRAVEL
<br />••.. \ 1st LIFT OF PEA GRAVEL
<br />MIN.c4_ BED
<br />18"
<br />1'-0" MIN. PEA GRAVEL INSTALLED
<br />OVER COMPACTED SOIL. IN WET HOLE
<br />INSTALLATIONS, INCREASE TO 18"
<br />MINIMUM PER MANUFACTURE'S
<br />RECOMMENDED INSTALLATION
<br />GUIDELINES.
<br />1
<br />NOTE: STR (%PS ARE RATED AT MINIMUM
<br />25, 000 LYS,
<br />GALVANIZED STRAP EYE
<br />GALVANIZED STRAP EYE
<br />CD_
<br />TANK STRAP DETAILS
<br />J
<br />SCALE: 1/2
<br />NOTES: UST ANCHORING
<br />3TRAP
<br />TANI,"
<br />.Slit=
<br />WHEN WORKING BELOW GRADE, EXTREME CARE MUST BE TAKEN TO ASSURE WORKMEN
<br />LENGTH 'L'
<br />SLOPING AND SHORING SHALL BE PROVIDED TO COMPLY WITH OSHA
<br />QSAFETY.
<br />CONSTRUCTION INDUSTRY STANDARDS 29 CFR PART 1926 SUBPART P, OSHA
<br />6'
<br />STANDARDS -EXCAVATIONS: FINAL RULE OCTOBER 1, 1989. HARDHATS SHALL BE WORN
<br />1 c'
<br />BY ALL WORKMEN OPERATING IN EXCAVATION OR WHERE OVERHEAD WORK IS
<br />G'
<br />PROGRESSING.
<br />15'
<br />ANCHORING REQUIRED WHEN A HIGH WATER TABLE IS ENCOUNTERED OR IS
<br />QTANK
<br />REQUIRED BY LOCAL REGULATION. CONSULT WITH OWNER'S REPRESENTATIVE.
<br />QINSTALL
<br />DEADMAN ANCHORS PER TANK MANUFACTURERS INSTALLATION INSTRUCTIONS.
<br />le
<br />AND QUANTITIES OF DEADMAN FOR 10' DIA. TANKS PER MANUFACTURER
<br />L�DIMENSIONS
<br />SPECIFICATIONS.
<br />QNOT
<br />USED
<br />Q6
<br />EACH TANK REQUIRES DEADMAN ON EACH SIDE.
<br />QHOLD
<br />DOWN STRAPS ARE REQUIRED FOR 20,000 & 22,000 GALLON TANKS AS
<br />SPECIFIED AND SUPPLIED BY TANK MANUFACTURER,
<br />8
<br />LOCATE STRAPS ON RIBS WHERE INDICATED ON TANK.
<br />WIRE WITH AT LEAST THREE CLAMPS AROUND DEADMAN AND THROUGH THE
<br />QFASTEN
<br />END POINT OF THE HOLD DOWN STRAP. CLAMPS SHALL BE ALTERNATED 180' FROM
<br />EACH OTHER.
<br />ATTACH ALL HOLD DOWN STRAPS TO CABLE USING TURNBUCKLES. UNIFORMLY
<br />1
<br />TIGHTEN ALL STRAPS TO ACHIEVE EQUAL TENSION WITHOUT TANK DEFLECTION.
<br />MEASURE TANK DIAMETER BEFORE AND AFTER TIGHTENING STRAPS TO ENSURE NO
<br />TANK DEFLECTION.
<br />1
<br />WIRE ROPE MINIMUM DIAMETER 1/2", OR AS PER MANUFACTURER'S SPECIFICATIONS
<br />QTURNBUCKLES:
<br />1
<br />HOOK TYPE - 1-1/4" DIAMETER, JAW TYPE - 3/4" DIAMETER, EYE
<br />TYPE - 3/4" DIAMETER
<br />COAT ALL EXPOSED STRAPS, CABLES, TURNBUCKLES, AND REINFORCING BARS WITH
<br />1
<br />PITCHMASTIC.
<br />INSTALL USTs SO THAT TOP OF TANKS ARE AT SAME HEIGHT.
<br />/a
<br />IN UNSTABLE SOIL (AS DEFINED BY SOILS REPORT) THE DIMENSION MUST BE 4 FT.
<br />L�
<br />FROM BOTH SIDES AND ENDS WITH FIBERGLASS TANKS
<br />FILTER FABRIC (DUPONT TYPAR OR MIRAFI 500X) IS REQUIRED FOR WET HOLE
<br />1
<br />INSTALLATIONS. FABRIC MUST EXTEND TO SLAB AND MAY BE PINNED TO SIDE OF HOLE
<br />WITH WIRE, ETC. SEAMS MUST BE LAPPED 1' MINIMUM.
<br />1
<br />NOTE: STR (%PS ARE RATED AT MINIMUM
<br />25, 000 LYS,
<br />GALVANIZED STRAP EYE
<br />GALVANIZED STRAP EYE
<br />CD_
<br />TANK STRAP DETAILS
<br />J
<br />SCALE: 1/2
<br />-ALUN MH S7PAP GLI I BE
<br />4' TANK B-6LIIDES
<br />6' TANK 4 -GUIDES
<br />8' TANK 4 -GUIDES
<br />10' TANI, 4 -GUIDES `
<br />12? TANK 3 -GUIDE'S
<br />LN:
<br />(QTY. 2) #7 DEBAR
<br />/)LUPE N —1 STPAP GUIDE
<br />CALVAN17EI .STRAP EYE
<br />FFP PIULTRUDED TR6P
<br />4,000 PSI CONCRETE
<br />(QTY. 2) #6 REBAR
<br />TYPICAL CONCRETE DEADMAN
<br />QTY
<br />HEILR-=DOWN
<br />3TRAP
<br />TANI,"
<br />.Slit=
<br />STPAP
<br />LENGTH 'L'
<br />W
<br />DLA.
<br />?w' -4 1/4'
<br />6'
<br />311.
<br />1 c'
<br />-1'
<br />G'
<br />DIA,
<br />15'
<br />—1.
<br />10,
<br />DLA
<br />3'
<br />-a 3r4'
<br />le
<br />DIA,
<br />EL'
<br />-6 3 4'
<br />-ALUN MH S7PAP GLI I BE
<br />4' TANK B-6LIIDES
<br />6' TANK 4 -GUIDES
<br />8' TANK 4 -GUIDES
<br />10' TANI, 4 -GUIDES `
<br />12? TANK 3 -GUIDE'S
<br />LN:
<br />(QTY. 2) #7 DEBAR
<br />/)LUPE N —1 STPAP GUIDE
<br />CALVAN17EI .STRAP EYE
<br />FFP PIULTRUDED TR6P
<br />4,000 PSI CONCRETE
<br />(QTY. 2) #6 REBAR
<br />TYPICAL CONCRETE DEADMAN
<br />QTY
<br />UNIT
<br />DESCRIPTION
<br />4
<br />EA
<br />DEADMAN, 8 3/4'x18'x18"
<br />EA
<br />12
<br />EA
<br />GALVANIZED ANCHOR POINT
<br />12
<br />EA
<br />COTTER PIN
<br />500 WEST CAPITOL AVENUE
<br />WEST SACRAMENTO, CA
<br />95605
<br />P.O. BOX 15618 SACRAMENTO, CA
<br />95852
<br />REVISIONS
<br />�G H A CIS
<br />� U
<br />O Z
<br />2 �
<br />Grr�NG ENG�N���
<br />"LAND PLANNING AND DESIGN SPECIALISTS"
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251 --6222
<br />Q SHEET TITLE
<br />TYPICAL TANK
<br />ANCHORING
<br />DETAILS
<br />PROJECT NAME
<br />IALEY'S
<br />#356
<br />FRONTAGE ROAD &
<br />MORADA LANE
<br />STOCKTON, CALIFORNIA
<br />Ig PROJECT NO,
<br />2.3208.000
<br />Q DRAWN BY
<br />SCALE
<br />AS SHOWN
<br />DATE
<br />23 JUNE 2005
<br />ED PAGE NO.
<br />TK6-1
<br />SHEET OF
<br />
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