Attachment 16 - Replacement Drawing S 135 Utility Bridge Typical Section in Attachment 2 (Rev 1).pdf
PDF 721 KB Posted
- Attached to
- Repairs to McChord Bridge – Barnes Blvd
- Solicitation number
- W912DW24B0Y1Y
About this file
This document includes an engineering drawing attachment and a related federal contract opportunity solicitation. The engineering drawing depicts a typical section of a utility bridge with structural steel elements including stringers, floorbeams, cross braces, and handrails. Dimensions and material callouts are provided.
The associated federal contract opportunity is a solicitation issued by the Department of the Army Corps of Engineers for repairs to the McChord Bridge on Barnes Boulevard at Joint Base Lewis-McChord in Washington. As a 100% small business set-aside restricted to 8(a) firms only, the solicitation seeks to award a contract between $7.5 million to $15 million for furnishing all labor, equipment, materials and services to perform repair work according to the plans and specifications. The NAICS code for this acquisition is 237310 for highway, street and bridge construction and the small business size standard is $45 million. The response due date is not provided.
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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. 280.50
OPTIONAL CONSTRUCTION JOINT W/
¼" MAX AMPLITUDE INTENTIONALLY
ROUGHENED SURFACE
ffi
HSS STEEL TUBE
MEMBERS, TYP.
�#5,TYP,_/
,,,.7
,,,.7
"r-----...
I
7 B
<tBRIDGE
I I
I I
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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I
I I
I
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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