Amendment 0001 Attachment - S-102.pdf
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- Solicitation number
- W912WJ22B0017
About this file
This document includes an amendment attachment and federal contract opportunity related to concrete repairs on the Bourne and Sagamore Bridges on the Cape Cod Canal in Massachusetts. The amendment attachment provides drawings and details for the bridge deck plans, elevations, and concrete repair work areas. The federal contract opportunity is soliciting bids for repairs to failing concrete on both bridge abutments and decks, as well as steel angle repairs within existing manholes. Additional work includes new pavement markings on the entire length of each bridge and concrete repairs on the exterior of the Sagamore Bridge abutment over Sandwich Road. Bidders must coordinate with the US Army Corps of Engineers and Massachusetts Department of Transportation given time of year and traffic restrictions throughout the project. Onsite work is prohibited until January 2023 and on bridge decks/manholes from the third weekend in May through Labor Day.
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Other files
| File | Type | Posted |
|---|---|---|
| BidAbstract.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001 Attachment - S-101.pdf | ||
| Amendment 0001.pdf |
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Text version
E
PIER 1PIER 2
0' 5'
10'
E
L
C
W
ROADWAY
UNDER
R O
A D
W A
Y
R O
A D
W A
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W A
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SIDEWALK
SIDEWALK
L11
S-501
J15
S-502
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O A
D W
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S I D
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A L
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P A
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2'-0"
ABUTMENT PYLON, TYP.
GRANITE CURB
GRANITE CURB
P A
R A
P E
T
E
W
W
225' SOUTH ABUTMENT
C U
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2'-0"
ABUTMENT PYLON (TYP)
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S I D
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GRANITE CURB
GRANITE CURB
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B U
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B U
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396' SPAN 3
396' SPAN 2
616' SPAN 1
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CONCRETE
EXISTING ANGLE
CONCRETE
EXISTING ANGLE
L11
S-501
200' NORTH ABUTMENT
CATWALK UNDER
MH NO. 1
CATWALK UNDER
MH NO. 2
MH NO. 3
MH NO. 4
MH NO. 5
J15
S-502
200' 396' SPAN 2 616' SPAN 1 396' SPAN 3 225'
1883'
APPROX. 9,000 SF
APPROX. 8,000 SF
E
LEGEND
W
EAST
WEST
PANEL
POINT
SEQUENCE OF WORK
1. WORK ON THE BOURNE AND SAGAMORE BRIDGES SHALL BE CONDUCTED IN
3 PHASES.
2. SEE SPECIFICATION SECTION 01 11 00 FOR FURTHER INFORMATION
REGARDING THE SEQUENCING OF CONSTRUCTION AND THE REQUIRED
COMPLETION DATES FOR EACH PHASE OF CONSTRUCTION.
CONCRETE
& REPAVE
WORK
AREAS
MANHOLE
SCUPPER
TO
REMAIN
GENERAL NOTES:
1. ALL NOTES, LEGEND AND CAMBER DIAGRAM PERTAIN TO BOTH BOURNE
AND SAGAMORE BRIDGES.
MH
NO. X
KEY NOTES:
REMOVE BITUMINOUS WEARING SURFACE, AND UP TO 5" OF CONCRETE
AT BRIDGE ABUTMENT DECK. REPLACE WITH NEW CONCRETE AND
WATERPROOF SUPERPAVE HOT MIX ASPHALT. SEE DETAILS ON S-501 &
S-502 AND SPECIFICATIONS.
EXISTING SEAL FOR COMPRESSION SEAL EXPANSION JOINT TO BE
REMOVED AND REPLACED WITH NEW SEAL. SEE DETAIL ON S-502 AND
SPECIFICATION SECTION 05 83 30.
STEEL REPAIRS WITHIN MANHOLE. SEE S-503 FOR DETAILS AND REPAIR
SCHEDULE FOR SPECIFIC STEEL REPAIRS PER MANHOLE LOCATION.
A7
S-501
A7
S-501
S-102
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US Army Corps of Engineers
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H1
SCALE:
NORTH ABUTMENT & SPAN 2 PLAN VIEW
OVERALL BRIDGE WEST ELEVATION
N.T.S.
M2
A1
SCALE:
SPAN 3 & SOUTH ABUTMENT PLAN VIEW
E1
SCALE:
SPAN 1 PLAN VIEW
30' 60'0
30' 60'0
30' 60'0
1" = 30'
1" = 30'
1" = 30'
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