Attachment 16 - Replacement Drawing S-135 Utility Bridge Typical Section in Attachment 2.pdf
PDF 720 KB Posted
- Attached to
- Repairs to McChord Bridge – Barnes Blvd
- Solicitation number
- W912DW24B0Y1Y
About this file
This solicitation and related federal contract opportunity involve repairs to a bridge on Joint Base Lewis-McChord in Washington. The IFB solicitation W912DW24B0Y1Y requests bids for repair work on the Barnes Blvd. Bridge (J84004) involving furnishing all labor, personnel, equipment, materials, and supervision to perform all tasks under the associated statement of work. This is a 100% small business set-aside restricted to eligible 8(a) firms only, with a NAICS code of 237310 and size standard of $45M. The estimated value of the construction contract is between $7.5M and $15M. The agency is the Department of the Army Corps of Engineers Engineering District Seattle.
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Text version
G
F
E
D
C
B
A
Reduced to approximate ha� size.
2'-5"
TOEBOARD,
TYP.
0 0
CROSS BRACES
8'-0" MIN.
(ACTUAL STRUCTURE WIDTH TO
BE DETERMINED BY CONTRACTOR)
�BRIDGE
3'-2"
1'-7"
3'-0" MIN.
STEEL GRATE
STRINGER, TYP
D
2'-5"
4" 0 FUTUR
/ CONDUIT
\ / \ / 4" 0 LUMEN
CONDUIT
4"0NEC 0d ro,oo,;
FLOORBEAM
UTILITY BRIDGE TYPICAL SECTION
�#5,TYP.
1'-0"
2'-0"
�#5 lillil #5
SPA 1'--0" MAX
TOP & BOT
6'-6"
SECTION
ELEV. 208.50
OPTIONAL CONSTRUCTION JOINT W/
¼" MAX AMPLITUDE INTENTIONALLY
ROUGHENED SURFACE
ffi
HSS STEEL TUBE
MEMBERS, TYP.
�#5,TYP,_/
,,,.7
,,,.7
"r-----...
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7 B
<tBRIDGE
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I- - - I - - -
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121iJ'io31SPA AT 1'-0" MAXW/ 12 liJ'i051TOP BARS
11'-0"
PLAN - UTILITY BRIDGE ABUTMENT
SCALE: 1"=10'-0"
REINFORCEMENT IN FOOTING NOT SHOWN.
<tBRIDGE
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12 IOTii2i #5 SPA. AT 1'--0" MAX TOP & BOT
121iJ'io31SPA AT 1'-0" MAX WI 12 liJ'i051TOP BARS
11'-0"
ELEVATION - UTILITY BRIDGE ABUTMENT
SCALE: 1"=10'-0"
B
9 10
GENERAL NOTES:
1. SEE SHEET S-134 FOR UTILITY BRIDGE STRUCTURAL NOTES.
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US Army Corps of Engineers• z wo of-u Ct:w al(/)
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SHEET ID
S-135
SHEET 75 OF 76
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ISSUED FOR CONSTRUCTION
XXX =S-135
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