Drawing S-404 - Revised.pdf
PDF 191 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 detailed engineering drawing (Drawing S-404 - Revised) for the replacement of the west sheet pile bulkhead at the East Boat Basin of the Cape Cod Canal in Sandwich, Massachusetts. The drawing provides elevations, dimensions, and specifications for the new bulkhead construction, including installation of steel sheet piles, concrete deadmen and tie rods, timber fender piles, and related site improvements such as a new fence, sidewalk, driveway, and stormwater drainage repairs.
The associated federal contract opportunity (Solicitation No. W912WJ24B0013) is for the marine construction work to replace the approximately 300-foot long west bulkhead. Key requirements include installing a new bulkhead 5 feet in front of the existing, raising the top elevation, replacing the lighting and power system, installing new bollards and a crane davit, and repairing/replacing site features like the bike path, sidewalks, and stormwater drainage. The work is being procured by the U.S. Army Corps of Engineers, New England District.
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-402 - Revised.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 | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| W912WJ24B0013.pdf | ||
| Specs.pdf | ||
| Plans.pdf |
Show all 25
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Text version
EL. 2.0
EL. 5.0
EL. 8.0
EL. 14.0
EL. -57.0
EL. -54.0
EL. -49.0
100'-0"50'-0"160'-0"
WEST
ENDEAST
END
16" FENDER PILE (TYP) TOP OF
SHEET PILE
TOP OF CONC.
CAP
MUDLINE
(EL. VARIES)
EL. 7.5
(MHHW)
EL. 18.5
10'-0"7'-6"5'-6"10'-0"10'-0"10'-0"10'-0"6'-4"10'-0"10'-0"8'-0"8'-0"8'-0"10'-0"10'-0"8'-0"8'-0"10'-0"9'-0"9'-0"10'-0"6'-5"10'-0"10'-0"9'-0"8'-8"10'-0"10'-0"10'-0"8'-0"8'-0"7'-10"8'-0"7'-6"10'-0" 1'-9"
310'-0"
EL. 14.0
FINISHED GRADE
REBUILT STONE EMBANKMENT
(APPROXIMATE)
NEW WALER
TOP OF
SHEET PILE
TOP OF CONC.
CAP AND CURB
EL. -29.5
EL. 15.5
NEW 16" DIA. TIMBER
FENDER PILES 48' LONG
37'-2 1/2"
65'-0"
EL. -49.0
EL. -42.0
EL. -32.0
EL. -19.0
EL. -5.0
17'-0"12'-0"12'-0"12'-0"12'-0"
MUDLINE
(EL. VARIES)
EL. 7.5 (MHHW)
EL. 18.5
EL. 5.25 (WING TIE RODS)
12'-0"12'-0"12'-0"12'-0"15'-0"
EL. -57.0
EL. -50.0
EL. -40.0
EL. -26.0
EL. -8.0
EL. 14.0
EL. 5.25 (WING TIE RODS)
63'-0"
FINISHED GRADE REBUILT
STONE EMBANKMENT
(APPROXIMATE)
NEW WALER
TOP OF
SHEET PILE
TOP OF CONC.
CAP AND CURB
EL. -29.5
EL. 15.5
NEW 16" DIA. TIMBER
FENDER PILES 48' LONG
37'-2 1/2"
MUDLINE (EL. VARIES)
EL. 7.5 (MHHW)
EL. 18.5
S-404
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S-403 SCALE: 3/32" = 1'-0"
NEW BULKHEAD ELEVATIONH1 0 8' 32'16'
F1
S-403 SCALE: 3/32" = 1'-0"
EAST END ELEVATIONA1 0 8' 32'16'
F1
S-403 SCALE: 3/32" = 1'-0"
WEST END ELEVATIONA9 0 8' 32'16'
SHEET NOTES
1. SEE CIVIL DRAWINGS FOR ADDITIONAL NEW 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-404 |
File details come from the government source that posted it. Updated .