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Future Main
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It Main 1
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It Main 2
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1 B' -D"
Main 3
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9' -2 ire'
Walkway bracket WB11.07-1
1" Tie. Typ. 8" Min. ballast depth
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6" Dia. rigid Typ. Panel.
Conduit and Steel Conduit
or WB11.07-2. fasten w/
6 - 1," Did. A325 bolts.
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below ties. T yp'
Kick Plate.
details to be provided
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by Contractor. Typ.
11 gage Traction
12" Dia. Schedule Tread Plonk,
Typ.
Typ, Waterproofing
40 Steel Casing Galv.. Typ.
Top of Tie
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10" Dio. Schedule
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40 Steel Casing
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4'-11%ib" 4 $Da• W 2'-7" = 10'-4" 4 SDo.
W 2'-i" = 10'-4" _2'-6�16" h'�'
rLL107,L
-101e' 4 Spa. a 2'-7" = 10'-4" 4'-
1'-31r2" 1'-31,2
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Stage 11 Construction
Stage I Construction
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TYPICAL SECTION
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(Looking Ry North)
Note: The depth of ballost varies across the bridge.
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-3,4" Dia. x 2" A325 H.S. Bolts w/
y hex nuts d 4 hardened carbon
teel circular washers. Typ.
2-3,8" dia. x 31r2" Carriage Bolt
2 -Standard Washer
2-Lock Nut
2 - Anchoring Device clip. Typ.
Curb Support w/
10 78° Dia. A325
H.S. bolts @ 3" cts.
(Typ.)
R-3693160
FEDAID: STPUL-1276(004)
HPP-1276(005)
Z� BergerABAM<0!HANSON
33301 9th Avenue South, Suite 300`
Federal Way, Washington 98D03-2600
206 431-2300 Fax 206 431-2250
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�CoDYright Hanson Professbnal Servces inc. 2011
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'S SNOWN
— ""°'�°
DATUM
CITY OF
., xENTON
Public Works Department
Approved For Construction
Robert M. Hon- .n P.E. Date
STRANDER BOULEVARD EXTENSION
PHASE 1, SEGMENT2A
BNSF BRIDGE N0.11.07 L.S. 0051
TYPICAL SECTION
12/05/11
CALL 48 HOURS
BEFORE YOU DIG
1-800-424-5555
RECORD DRAWINGS 7/31 /2014
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REVISION
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