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REQUIRED DEADMAN DIMENSIONS
<br />TANK
<br />DEADMAN
<br />DEADMAN
<br />DEADMAN
<br />TANK SIZE
<br />LENGTH
<br />LENGTH
<br />HEIGHT
<br />WIDTH
<br />'A'
<br />B'
<br />C'
<br />D'
<br />8 FT. DIA.
<br />10,000
<br />27'-6"
<br />28'-6"
<br />18"
<br />12"
<br />GALLON
<br />ALL MANHOLE ACCESS COVERS 14 15 16
<br />TO BELOW GRADE SHALL BE
<br />LIQUID TIGHT AND LOCKABLE
<br />(TYP.)
<br />h
<br />A.C. PAVING
<br />6" CONCRETE TANK SLAB
<br />1 1/2" -1_1/2" W/ 6X6/#4/4 WWM
<br />(TYP. ALL) 12 /. 18 (TYR, ALL) f- 18" / 18 _-
<br />_-_- r -:y ) A.C. PAVING
<br />() �(( 1
<br />(TYP) (TYP) (TYP. 12
<br />a4
<br />3 PEA GRAVEL MIN. =•, r\�/j\/
<br />' - #3 TOP & BOTTOM
<br />�j �' AROUND ALL PENETRATIONS (TYP.)
<br />r
<br />Z
<br />NOTE.
<br />ALL MANHOLES ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-1/2" CROWN OF CONCRETE
<br />TO PREVENT WATER INTRUSION INTO THE MANHOLE, THE OWNER'S ENGINEER WILL BE REQUIRED
<br />TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE
<br />PAID. CONTRACTOR WILL BE REQUIRED TO REINSTALL ENTIRE DRIVE SLAB AT OWN EXPENSE IF
<br />THIS DESIGN REQUIREMENT IS NOT MET,
<br />Typical Slab at Tanks
<br />NOT TQ SCALE
<br />Tank Slab Concrete Specifications
<br />1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: 4. REINFORCING STEEL FOR TANK SLABS SHALL BE 6 x 6 - 4/4 WWM WELDED WIRE FABRIC
<br />o. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) OR #3 BARS (9) 16 O.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM.
<br />b. CEMENT - TYPE II, SULFATE RESISTANT 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br />c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES)
<br />d. 28 DAY CONCRETE STRENGTH (Cc): 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS
<br />3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED.
<br />e. SLUMP -- 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER
<br />f, SHRINKAGE - 0.05% MAXIMUM AT LEAST 7 DAYS BEFORE PLACING CONCRETE.
<br />2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6.0 INCHES 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR,
<br />(UNLESS OTHERWISE NOTED ON THESE DRAWINGS)
<br />3, CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 3 1/2, WITH A MAXIMUM 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND
<br />7 1/2 GALLONS OF WATER PER SACK, OTHER INSERTS IN POSITION TO PREVENT MOVEMENT.
<br />10. MATERIALS AND WORKMANSHIP SHALT_ CONFORM TO A.I.C. - 318 (SPECIFICATIONS OF THE
<br />DESIGN AND PLACEMENT OF CONCRETE).
<br />IN UNSTABLE (AS DEFINED BY SOILS
<br />REPORT) SOIL THE DIMENSION
<br />\ MUST BE 4 FT. FROM BOTH SIDES `/` 3"
<br />'FORTH LIFT OF PEA GRAVEL
<br />1 AND ENDS (WITH FIBERGLASS TANKS) ` ,MIN. TO TOP OF TANK
<br />ys f
<br />� NOTE:
<br />ARCO CONSTRUCTION PAINT COVER BLACK.
<br />12"K THIRD LIFT OF PEA GRAVEL ARCO CONSTRUCTION WILL TAG EACH FILL
<br />?�?\r ` } 12SECOND LIFT OF PEA GRAVEL \ RISER WITH THE PROPER PRODUCT I.E. TAG.
<br />NOTES: DISTRIBUTION IS RESPONSIBLE FOR IDENTIFYING
<br />�I w����� 12' FIRST LIFT OF PEA GRAVEL
<br />x �> __..__z/ `r r� THE TANKS WITH A.P.I. COLORS.
<br />(1) ALL UIREMENTS.ANCHORING SHALL BE DONE IN ACCORDANCE W / MANUFACTURER'S/8 P A GRAVEL BEDDING FILL PORT
<br />�3NILL TYPICAL TO I
<br />(2) FILTER FABRIC (DUPONT STALL TYNE. OR MIIC ST X) IS REQUIRED FILTER FABRIC ON BOTTOM SUB GRADE SURFACE BRASS I.D. TAG BY ARCO DISTRIBUTION
<br />FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND 1 ABOVE MAX. (BOTTOM E SURFACE
<br />HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, OF TANK HOLE STAGE I VAPOR RECOVERY -
<br />ETC.
<br />Hr""'N'
<br />ETC. SEAMS MUST BE LAPPED 1' MINIMUM. T \1. 1
<br />m (3) TANK MOST BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL L1
<br />r v
<br />a' COMPLETE CAUTION DO NOT FILL FIBERGLASS TANK WITH i
<br />a LIQUID UNTIL BACKFILL IS EVEN WITH TOP. SEE SPECIFICATIONS T pical Anchoring for / 4"x4" HIGHWAY REFLECTOR MARKER FOR
<br />\ WHEN INSTALLATION IS COMPLETED, WATER IS TO BE COMPLETELY QQ1 n PRODUCT IDENTIFICATION. COLORED
<br />\M PUMPED OUT & MOPPED DRY TO PROTECT FUEL INTEGRITY. 0 Q o Diameter Tanks 'I INSTALLED BY CONTRACTOR
<br />PER API STANDARDS. MOUNTED
<br />w
<br />O B
<br />¢ 4 DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED
<br />BY OWNERS ENGINEER OR AUTHORITY HAVING JURISDICTION. NOT TO SCALE: i
<br />U WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN
<br />COMPLIANCE WITH AUTHORITY HAVING JURISDICTION.
<br />Q_
<br />Q (5) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. TYFICAI TANK
<br />OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER I O ,
<br />FOR DIRECTION ON ANCHORING METHOD TO BE USED. (DEADMAN
<br />OR ANCHORING SLAB) ext �-
<br />Q �� `— STANDARD DETAIL FOR 10" 12"
<br />Z (6) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE ^ OR 14" ACCESS COVERS. NO
<br />CONDITIONS AND ENGINEERED SHORING PLAN UTILIZING �O
<br />INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND OTHER MARKINGS ARE PERMITTED,
<br />¢ SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY 3 1/4" / \ L>Z •'
<br />D ENGINEER. / / l 7 API STANDARD COLORS
<br />_ _ / n� UNLEADED PREMIUM 92 OCTANE - RED
<br />U � A STATE CERTIFIED
<br />01
<br />w /
<br />w ` Y,
<br />FRP HOLD DOWN— ! UNLEADED 87 OCTANE - WHITE
<br />G_ m' STRAPS W/ GUIDES.\{\ 1 3/8" 1
<br />BY TANK MFG. ", UNLEADED PLUS 89 OCTANE (NOT USED) - BLUE
<br />Lr +� ) DIESEL (NOT USED) - GREEN
<br />WIRE ROPE Q ;\ �L Access Cover Identification
<br />,n
<br />TURNBUCKLE— d
<br />TURNBUCKLE 1
<br />1.
<br />CABLE CLAMPS �1 � ix v L3JL>[,
<br />WIRE ROPE —_ (TYP.)`' Mold down Strap
<br />kk i RE„�, ",` ��� Standard Two Point Fill
<br />CABLE CLAMPS 4SIN�LE DEADMAN \) "/ DOUBLE DEADMAN
<br />YP f r End Detail L
<br />o ,G,; ,.' G,''VDT TO SC ALE.
<br />it ( ) NOT TO SCALE: --
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<br />-
<br />I MN -0
<br />REBAR AT EA CORNER /
<br />/ TIES AT 16' 0 C I,) E%AIE PI di`, r� I i I _
<br />z \ �Di( �4�X.c2i HOL#3 D REBAR L5' CLEAR OF `\ /4/99 ADDED NEW 10,000 GALLON TANK PER ARCO
<br />C SEE CHART FOR DEADMAN FORMED SURFACES. (TYP.) �j 2/10/99
<br />7 DIMENSIONS
<br />Deadman_ Detail Typical Tank Anchoring 2/10/99
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<br />'LAND PIANNMG AND DESIGN SPECAUSTS'
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251-6222
<br />BCE# 4009
<br />3/4/9$
<br />1/30/99 SHK
<br />2133
<br />TK3-5
<br />ASPHALT TANK SLAB
<br />FILTER FABRIC
<br />SEE NOTE #2
<br />SLOPE EXCAVATION 1 1/2
<br />1 .-
<br />OR PER SOILS REPORT
<br />RECOMMENDATION
<br />IN UNSTABLE (AS DEFINED BY SOILS
<br />REPORT) SOIL THE DIMENSION
<br />\ MUST BE 4 FT. FROM BOTH SIDES `/` 3"
<br />'FORTH LIFT OF PEA GRAVEL
<br />1 AND ENDS (WITH FIBERGLASS TANKS) ` ,MIN. TO TOP OF TANK
<br />ys f
<br />� NOTE:
<br />ARCO CONSTRUCTION PAINT COVER BLACK.
<br />12"K THIRD LIFT OF PEA GRAVEL ARCO CONSTRUCTION WILL TAG EACH FILL
<br />?�?\r ` } 12SECOND LIFT OF PEA GRAVEL \ RISER WITH THE PROPER PRODUCT I.E. TAG.
<br />NOTES: DISTRIBUTION IS RESPONSIBLE FOR IDENTIFYING
<br />�I w����� 12' FIRST LIFT OF PEA GRAVEL
<br />x �> __..__z/ `r r� THE TANKS WITH A.P.I. COLORS.
<br />(1) ALL UIREMENTS.ANCHORING SHALL BE DONE IN ACCORDANCE W / MANUFACTURER'S/8 P A GRAVEL BEDDING FILL PORT
<br />�3NILL TYPICAL TO I
<br />(2) FILTER FABRIC (DUPONT STALL TYNE. OR MIIC ST X) IS REQUIRED FILTER FABRIC ON BOTTOM SUB GRADE SURFACE BRASS I.D. TAG BY ARCO DISTRIBUTION
<br />FOR WET HOLE INSTALLATIONS. FABRIC MUST EXTEND 1 ABOVE MAX. (BOTTOM E SURFACE
<br />HIGH WATER TABLE AND MAY BE PINNED TO SIDE OF HOLE WITH WIRE, OF TANK HOLE STAGE I VAPOR RECOVERY -
<br />ETC.
<br />Hr""'N'
<br />ETC. SEAMS MUST BE LAPPED 1' MINIMUM. T \1. 1
<br />m (3) TANK MOST BE BALLASTED BY FILLING WITH WATER UNTIL BACKFILL L1
<br />r v
<br />a' COMPLETE CAUTION DO NOT FILL FIBERGLASS TANK WITH i
<br />a LIQUID UNTIL BACKFILL IS EVEN WITH TOP. SEE SPECIFICATIONS T pical Anchoring for / 4"x4" HIGHWAY REFLECTOR MARKER FOR
<br />\ WHEN INSTALLATION IS COMPLETED, WATER IS TO BE COMPLETELY QQ1 n PRODUCT IDENTIFICATION. COLORED
<br />\M PUMPED OUT & MOPPED DRY TO PROTECT FUEL INTEGRITY. 0 Q o Diameter Tanks 'I INSTALLED BY CONTRACTOR
<br />PER API STANDARDS. MOUNTED
<br />w
<br />O B
<br />¢ 4 DEADMEN TO BE INSTALLED IN A WET HOLE OR WHEN REQUIRED
<br />BY OWNERS ENGINEER OR AUTHORITY HAVING JURISDICTION. NOT TO SCALE: i
<br />U WHEN REQUIRED, THE ANCHORING SYSTEM SHALL BE IN
<br />COMPLIANCE WITH AUTHORITY HAVING JURISDICTION.
<br />Q_
<br />Q (5) WHEN GROUNDWATER LEVEL IS ANTICIPATED TO BE WITHIN 5 FT. TYFICAI TANK
<br />OF GRADE CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER I O ,
<br />FOR DIRECTION ON ANCHORING METHOD TO BE USED. (DEADMAN
<br />OR ANCHORING SLAB) ext �-
<br />Q �� `— STANDARD DETAIL FOR 10" 12"
<br />Z (6) WHEN ENGINEERED SHORING IS REQUIRED DUE TO SITE ^ OR 14" ACCESS COVERS. NO
<br />CONDITIONS AND ENGINEERED SHORING PLAN UTILIZING �O
<br />INTERLOCKING STEEL SHEET PILING SHALL BE PROVIDED AND OTHER MARKINGS ARE PERMITTED,
<br />¢ SHALL INCLUDE SUPPORTING ENGINEERING CALCULATIONS BY 3 1/4" / \ L>Z •'
<br />D ENGINEER. / / l 7 API STANDARD COLORS
<br />_ _ / n� UNLEADED PREMIUM 92 OCTANE - RED
<br />U � A STATE CERTIFIED
<br />01
<br />w /
<br />w ` Y,
<br />FRP HOLD DOWN— ! UNLEADED 87 OCTANE - WHITE
<br />G_ m' STRAPS W/ GUIDES.\{\ 1 3/8" 1
<br />BY TANK MFG. ", UNLEADED PLUS 89 OCTANE (NOT USED) - BLUE
<br />Lr +� ) DIESEL (NOT USED) - GREEN
<br />WIRE ROPE Q ;\ �L Access Cover Identification
<br />,n
<br />TURNBUCKLE— d
<br />TURNBUCKLE 1
<br />1.
<br />CABLE CLAMPS �1 � ix v L3JL>[,
<br />WIRE ROPE —_ (TYP.)`' Mold down Strap
<br />kk i RE„�, ",` ��� Standard Two Point Fill
<br />CABLE CLAMPS 4SIN�LE DEADMAN \) "/ DOUBLE DEADMAN
<br />YP f r End Detail L
<br />o ,G,; ,.' G,''VDT TO SC ALE.
<br />it ( ) NOT TO SCALE: --
<br />o w I / Z
<br />-
<br />I MN -0
<br />REBAR AT EA CORNER /
<br />/ TIES AT 16' 0 C I,) E%AIE PI di`, r� I i I _
<br />z \ �Di( �4�X.c2i HOL#3 D REBAR L5' CLEAR OF `\ /4/99 ADDED NEW 10,000 GALLON TANK PER ARCO
<br />C SEE CHART FOR DEADMAN FORMED SURFACES. (TYP.) �j 2/10/99
<br />7 DIMENSIONS
<br />Deadman_ Detail Typical Tank Anchoring 2/10/99
<br />z 3
<br />NOT TO SCALE and Connections
<br />w NOT TO SCALE jI
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<br />PC'
<br />'LAND PIANNMG AND DESIGN SPECAUSTS'
<br />18215 72ND AVENUE SOUTH
<br />KENT, WASHINGTON 98032
<br />(425) 251-6222
<br />BCE# 4009
<br />3/4/9$
<br />1/30/99 SHK
<br />2133
<br />TK3-5
<br />
|