Drawing S-402 - Revised.pdf
PDF 210 KB Posted
- Attached to
- Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA
- Solicitation number
- W912WJ24B0013
About this file
This document is a drawing titled "Existing Bulkhead Elevations and Demolition" that provides details for a federal contract opportunity related to the replacement of the west sheet pile bulkhead at the Cape Cod Canal East Boat Basin in Sandwich, Massachusetts.
The key details of the federal contract opportunity are:
- The project involves replacing approximately 440 linear feet of the existing steel sheet pile bulkhead with a new bulkhead installed about 5 feet in front of the existing one. The new bulkhead top will be 18 inches higher than the existing. The project also includes installing new concrete deadmen, tie rods, and walers, as well as a new wood fender system, light system, bollards, cleats, crane davit foundation, fence, sidewalk, curb, driveway, gate, concrete pads, storm drain repairs, and replacement of riprap as needed.
- The solicitation number is W912WJ24B0013 and the issuing agency is the Department of the Army Corps of Engineers, New England District.
- The project location is the Cape Cod Canal East Boat Basin in Sandwich, Massachusetts.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| Amendment 0011.pdf | ||
| Drawing S-404 - Revision 2.pdf | ||
| Drawing CD102 - Revision 3.pdf | ||
| Specs Section 31 23 00 - Revised.pdf | ||
| Amendment 0010.pdf | ||
| Drawing S-501 - Revised.pdf | ||
| Amendment 0009.pdf | ||
| Permit - Mass DEP Water Quality Certification.pdf | ||
| Amendment 0008.pdf | ||
| Amendment 0007.pdf | ||
| Amendment 0006.pdf | ||
| Amendment 0005.pdf | ||
| Drawing CAP-68 - Revised.pdf | ||
| Drawing CD102 - Revision 2.pdf | ||
| Amendment 0004.pdf | ||
| Amendment 0003.pdf | ||
| Drawing S-0001 - Revised.pdf | ||
| Drawing CD102 - Revised.pdf | ||
| Drawing S-404 - Revised.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| W912WJ24B0013.pdf | ||
| Specs.pdf | ||
| Plans.pdf |
Show all 25
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Text version
50'-0" 50'-0" 50'-0" 50'-0" 50'-0" 50'-0"
EL. 12.5
EL. 2.0
EL. -40.0
EL. -42.0
EL. -45.0
EL. -49.0
EL. -52.0
EXISTING CHANNEL WALER
TO BE PROTECTED
EXISTING SHEET PILE TO BE CUT AND REMOVED
EL. 4.0
CUT SHEET PILES
AT EL. 4.0
WEST ENDEAST END
EL. -56.0
EL. 9.45 (MHHW)
300'-0"
BULGING SHEETS MUST BE CUT
AND REMOVED AT THE DEPTH
NECESSARY TO PROVIDE MINIMUM
2' HORIZONTAL CLEARANCE TO
NEW SHEETS (SEE CS-102). AVOID
CUTTING AND REMOVING WALER
WHERE POSSIBLE.
REMOVE BOLTED-ON FENDER EXTENSIONS
CUT HP10X42 FENDER
BEAMS AT EL. 4.0
EL. 12.5
EL. 2.0
EL. -56.0
12'-9" 12'-0" 12'-0" 12'-0" 12'-0"
60'-9"
EL. -44.0
EL. -29.0
EL. -13.0
EL. -2.0
EL. 3.0
34'-6"
EXISTING CHANNEL WALES
TO BE PROTECTED
EXISTING STONE SLOPE
PROTECTION LINE
(APPROXIMATE)
EL. -29.5
EL. 15.5
EXISTING 12" DIA.
TIMBER FENDER
PILES 45' LONG
TO BE REMOVED
EL. 4.0
EXISTING SHEET PILE TO
BE CUT AND REMOVED
CUT SHEET PILES
AT EL. 4.0
MUDLINE
(EL. VARIES)
EL. 9.45 (MHHW)
EL. -40.0
EL. 2.0
EL. 12.5
EL. -30.0
EL. -20.0
EL. -9.0
EL. 2.0
12'-9"12'-0"12'-0"12'-0"12'-0"
60'-9"
34'-6" EXISTING CHANNEL
WALES TO BE
PROTECTED
EXISTING
STONE SLOPE
PROTECTION LINE
(APPROXIMATE)
EXISTING SHEET PILE TO
BE CUT AND REMOVED
EL. 4.0
CUT SHEET PILES
AT EL. 4.0'
EL. -29.5
EL. 15.5
EXISTING 12" DIA.
TIMBER FENDER
PILES 45' LONG
TO BE REMOVED
MUDLINE
(EL. VARIES)
CUT SHEET OFFSET
FROM JOINT AND
REMOVE ENTIRE
SHEET
EL. 9.45 (MHHW)
S-402
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S-401 SCALE: 3/32" = 1'-0"
EXISTING BULKHEAD ELEVATION AND DEMOLITIONH1 0 8' 32'16'
G1
S-401 SCALE: 3/32" = 1'-0"
EAST END ELEVATIONA1 0 8' 32'16'
G1
S-401 SCALE: 3/32" = 1'-0"
WEST END ELEVATIONA9 0 8' 32'16'
SHEET NOTES
1. SEE CIVIL DRAWINGS FOR ADDITIONAL DEMOLITION FEATURES THAT ARE
NOT SHOWN ON THIS DRAWING.
2. SEE SHEET S-001 FOR STRUCTURAL NOTES AND ABBREVIATIONS.
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| Sheets and Views |
| S-402 |
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