A.03.17 24Q0014 Plans.pdf
PDF 2 MB Posted
- Attached to
- MNA Pier & Roadway Removable Guardrails Federal contract opportunity
- Solicitation number
- W912EF24Q0014
About this file
This set of documents includes plans and drawings for a federal solicitation seeking removable guardrails for a pier and roadway. The U.S. Army Corps of Engineers Walla Walla District is soliciting proposals for installing removable aluminum guardrails along the spillway pier and roadway at the McNary Lock and Dam on the Columbia River in Oregon and Washington. The solicitation package provides detailed drawings and specifications for fabricating and installing 44 removable pier guardrails, 44 removable roadway intermediate rail segments, and 22 removable roadway end rail segments. Proposals are due by January 2024 and the contract is intended to be awarded that same month. The solicitation seeks a fixed-price contract for the guardrail materials, fabrication, delivery, and installation work.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| B.08.03 24Q0014 Revised S-201 Plans.pdf | ||
| B.08.03 W912EF24Q0014 Amendment 0001.pdf | ||
| A.03.17 24Q0014 Drawings.pdf | ||
| B.08.02 Solicitation W912EF-24-Q-0014.pdf |
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Text version
SUB -STATION
SHORE FISHWAY
WASHINGTON
RIGHT ABUTMENT
NAVIGATION LOCK
NORTH NON-OVERFLOW
P O W E R H O U S E
WITH LIGHT
CONC. PILLAR
RAMP
BOAT
RAMP
BOAT
FISH COUNTING STATION
WELL NO. 2
LEFT ABUTMENT
FISHWAY
OREGON SHORE
SOUTH NON-OVERFLOW
PUMPHOUSE
FISH FACILITIES
JUVENILE
C.B.L.
DOCK
TANK
DOCK
LOADING
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WALLA WALLA DISTRICT
PIER AND ROADWAY REMOVABLE GUARDRAILS
SPILLWAY
COLUMBIA RIVER, OREGON AND WASHINGTON
MCNARY LOCK AND DAM
W912EF24Q0014
JANUARY 2024
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W A L L U L A L A K E of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Walla Walla District of the U.S. Army Corps of Engineers.
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
WALLA WALLA DISTRICT
CHIEF OF DESIGN BRANCH
MARCUS PALMER, P.E.
WALLA WALLA DISTRICT
CHIEF OF ENGINEERING & CONSTRUCTION DIVISION
DWAYNE WESTON, P.E.
WALLA WALLA DISTRICT
CHIEF OF STRUCTURAL DESIGN SECTION
JULIO MORELOS, P.E.
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CENTERLINE
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REMOVABLE ROADWAY
END GUARDRAIL SEGMENT
REMOVABLE ROADWAY
INTERMEDIATE GUARDRAIL SEGMENT
REMOVABLE PIER
GUARDRAIL
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SEE S-101NEW REMOVABLE ROADWAY GUARDRAILS.
SEE S-101
DECK
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FLOW
SEE NOTES
CENTERLINE
OF PIER
US Army Corps of Engineers ®
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SCALE: 3/16" = 1'-0"F1 PLAN VIEW - TYPICAL SPILLWAY BAY
SCALE: 3/8" = 1'-0"A1 TYPICAL SECTION THROUGH CENTERLINE OF SPILLBAY
4' 0"2' 0"0 8' 0" 4' 0"2' 0"0 8' 0"
8' 0"4' 0"0 16' 0"
SCALE:H16 ISOMETRIC VIEW - LOOKING DOWNSTREAM
SCALE: 1/4" = 1'-0"A16 SECTION THROUGH PIER
NORTH
NOTES:
1. SAFETY GATES WILL BE PROVIDED AND INSTALLED BY GOVT PERSONNEL.
NTS
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
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20' - 11 5/8"
C 4X1.58
TYP @ END
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TYP @ END
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TYP
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2" SCH 40 AL PIPE
TYP
1' - 11 13/16"
1' - 11 13/16"
2'
7" 1'
9"
4'
3/
19' - 11 5/8"
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"
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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:
1.
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 - 44 NUMBER REQUIRED - 44
NUMBER REQUIRED - 22
| MNA G-001 |
| MNA S-101 |
| MNA S-201 |
| 2024-01-12T10:45:22-0800 | |
| MORELOS.JULIO.CESAR.III.1129465391 |
| 2024-01-12T09:33:23-0800 | |
| RENSHAW.KEVIN.M.1230505310 |
| 2024-01-12T12:40:30-0800 | |
| WESTON.DWAYNE.M.1231638152 |
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