B.08.03 24Q0014 Revised S-201 Plans.pdf
PDF 252 KB Posted
- Attached to
- MNA Pier & Roadway Removable Guardrails
- Solicitation number
- W912EF24Q0014
About this file
This document package includes plans and drawings for a solicitation seeking removable guardrails for a pier and roadway. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Walla Walla seeking guardrails to be installed at McNary Lock and Dam on the Columbia River in Oregon and Washington. The drawings depict the layout of the removable aluminum guardrail system and include details of its components. The guardrails will be installed along 360 feet of roadway and on the spillway pier. Bidders are required to provide all materials, including aluminum posts, rails, toe boards, and mounting hardware, as well as perform all welding in accordance with the standards specified. The response deadline and award date are not stated.
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Other files
| File | Type | Posted |
|---|---|---|
| B.08.03 W912EF24Q0014 Amendment 0001.pdf | ||
| A.03.17 24Q0014 Drawings.pdf | ||
| B.08.02 Solicitation W912EF-24-Q-0014.pdf | ||
| A.03.17 24Q0014 Plans.pdf |
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Text version
S-201 F7
S-201 A5
2' - 1"
REMOVABLE END
RAIL SEGMENT
REMOVABLE INTERMEDIATE
RAIL SEGMENT
CENTERLINE
OF PIER
SAFETY SWING GATE
INSTALLED BY GOVT. PERSONNEL
TY
P
1'
9"
C 4X1.58
2" SCH 80 AL PIPE
6' - 6"
2" SCH 40 AL PIPE TYP
2'
7"
8 13/16"
10" 4'
3/
TY
P
8' - 2"
10"
8' - 2"
S-201 A1
C 4X1.58
2" SCH 80 AL PIPE
TYP ALL POSTS
2' - 2 13/16"
TYPTYP
2" SCH 40 AL PIPE TYP
TYP
5' - 4"
16' - 0"
19' - 0 3/16"
2'
7" 1'
9"
18' - 5 3/16"
2' - 4 1/2"
7 11/16"
4'
3/
TY
P
S-201 C1
20' - 11 5/8"
C 4X1.58
TYP @ END
2' - 4 5/8"
TYP @ END
2' - 5 13/16" 16' - 0"
TYP
5' - 4"
2" SCH 40 AL PIPE
TYP
1' - 11 13/16"
1' - 11 13/16"
2'
7" 1'
9"
4'
3/
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TYP
1" GAP
INTERMEDIATE RAIL
SEGMENT
END RAIL
SEGMENT
2 13/16"
Ø 7/16 THRUSEE NOTES
CENTERLINE
OF PIER
REMOVABLE END
RAIL SEGMENT
DECK
361' - 0"
US Army Corps of Engineers ®
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1' 0"6"0 2' 0"
SCALE: 3/8" = 1'-0"L1 ELEVATION - REMOVABLE ALUMINUM GUARDRAILS
SCALE: 1" = 1'-0"F1 REMOVABLE PIER GUARDRAIL
NOTES:
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2.
3.
4.
5.
6.
ALL COMPONENTS OF THE RAIL SYSTEM AND TOE BOARDS SHALL BE 6061 T-6.
ALL WELDING SHALL BE DONE IN ACCORDANCE WITH AWS D1.2.
ALL POSTS ARE ASTM B429 2 IN SCH 80. ALL POSTS SHALL BE CONTINUOUS.
ALL RAILS ARE ASTM B429 2 IN SCH 40.
ALL CHANNEL SHAPES SHALL BE ASTM B221.
U-BOLTS SHALL BE 2.5 IN ID, 5/16 IN THREAD WITH MOUNTING PLATE. U-BOLTS
SHALL BE 304 STAINLESS STEEL.
SCALE: 1" = 1'-0"F7 ELEVATION - REMOVABLE ROADWAY END GUARDRAIL SEGMENT
SCALE: 1" = 1'-0"A5 ELEVATION - REMOVABLE ROADWAY INTERMEDIATE GUARDRAIL SEGMENT
SCALE: 1 1/2" = 1'-0"C1 DETAIL A
SCALE: 1 1/2" = 1'-0"A1 DETAIL TOE BOARD
60'-0"
4' 0"2' 0"0 8' 0"
1' 0"6"0 2' 0" 1' 0"6"0 2' 0"
NUMBER REQUIRED - 42 NUMBER REQUIRED - 44
NUMBER REQUIRED - 22
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