Amendment 0001 Attachment - S-101.pdf
PDF 219 KB Posted
- Solicitation number
- W912WJ22B0017
About this file
This solicitation is for concrete repairs to the Bourne and Sagamore bridges over the Cape Cod Canal in Massachusetts. The work includes repairing failing concrete on the bridge abutments and decks, as well as steel angle repairs within existing manholes. Once deck repairs are complete, new pavement markings will be provided for the entire length of each bridge. Additional concrete repairs are specified along the exterior of the Sagamore bridge abutment over Sandwich Road. Work shall not begin until January 1, 2023 and will be restricted from the third weekend in May through Labor Day each year. The soliciting agency is the Department of the Army Corps of Engineers New England District. Interested parties should visit the provided link for further details on product and service requirements.
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Other files
| File | Type | Posted |
|---|---|---|
| BidAbstract.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001 Attachment - S-102.pdf | ||
| Amendment 0001.pdf |
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Text version
E
LEGEND
W
EAST
WEST
E
L
C SPAN 1
W
R O
A D
W A
Y
R O
A D
W A
Y
R O
A D
W A
Y
C
L
ROADWAY
C U
R B
L
I N
E
10 EQUAL SPACES AT 2'- 0" = 20'- 0"
PANEL
POINT
SIDEWALK
SIDEWALK
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.
N O
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A
B U
T M
E N
T
S O
U T
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A
B U
T M
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T
P I E
R
P I E
R
P I E
R
P I E
R
P I E
R
P I E
R
5'
10'
0'
E
W
SPAN NO. 6
C U
R B
30'-0"
S I D
E W
A L
K
P A
R A
P E
T
150' NORTH ABUTMENT
2'-0"
ABUTMENT PYLON, TYP.
GRANITE CURB
GRANITE CURB
P A
R A
P E
T
CONCRETE
& REPAVE
WORK
AREAS
E
W
150' SOUTH ABUTMENT
30'-0"
2'-0"
ABUTMENT PYLON (TYP)
R O
A D
W A
Y
CATWALK UNDER
M A
T C
H
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M A
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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.
MANHOLE
SCUPPER
TO
REMAIN
CATWALK UNDER
616' SPAN 1
GENERAL NOTES:
1. ALL NOTES, LEGEND AND CAMBER DIAGRAM PERTAIN TO BOTH BOURNE
AND SAGAMORE BRIDGES.
M A
T C
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G
M A
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J
M A
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G
M A
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D
L11
S-501
CONCRETE
EXISTING
ANGLE
O A
D W
A Y
J15
S-502
240' SPAN 4 396' SPAN 2
208' SPAN 6
396' SPAN 3 270' SPAN 5
240' SPAN 7
APPROX. 6,000 SF
APPROX. 6,000 SF
2,648'
150'
208'
SPAN 6
240'
SPAN 4
4'
396' SPAN 2 616' SPAN 1 396' SPAN 3
270'
SPAN 5
5'
5' 4'
240'
SPAN 7 150'
ROADWAY
UNDER
L11
S-501
C U
R B
P A
R A
P E
T
S I D
E W
A L
K
P A
R A
P E
T
GRANITE CURB
GRANITE CURB
A
D W
A Y
CONCRETE
J15
S-502
MH NO. 2
MH
NO. X
MH NO. 4
MH NO. 3
MH NO. 1
MH NO. 8
MH NO. 5
MH NO. 6
MH NO. 7
A7
S-501
A7
S-501
EXISTING ANGLE
S-101
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US Army Corps of Engineers
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SHEET ID
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J1
SCALE:
SPANS 4 & 2 PLAN VIEW
OVERALL BRIDGE WEST ELEVATION
N.T.S.
M1
M8
SCALE: 1" = 30'
NORTH ABUTMENT & SPAN 6 PLAN VIEW
A1
SCALE:
SPAN 7 AND SOUTH ABUTMENT PLAN VIEW
D1
SCALE:
SPANS 3 & 5 PLAN VIEW
30' 60'0
30' 60'0
30' 60'0
30' 60'0
1" = 30'
1" = 30'
1" = 30'
N.T.S.
ROADWAY CAMBER DETAIL
M17
G1
SCALE:
SPAN 1 PLAN VIEW
30' 60'0
1" = 30'
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