Drawing CD102 - Revision 2.pdf
PDF 385 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 (CD102) associated with 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 are:
- The existing west sheet pile bulkhead, installed in the 1980s, is significantly corroded and requires replacement.
- The project will install approximately 440 linear feet of new steel sheet piles with interior whalers to create a new bulkhead about 5 feet in front of the existing bulkhead. The new bulkhead top will be 18 inches higher than the existing.
- Other work includes installing new concrete deadmen and tie rods, cutting off the existing sheet piles 10 feet below grade, backfilling the space between old and new sheet piles, replacing lighting and protection systems, installing new bollards, cleats, fencing, sidewalks, curbs, driveways, gates, and concrete pads.
- The solicitation number is W912WJ24B0013 and the federal agency is the Department of the Army Corps of Engineers Engineering District New England.
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 | ||
| 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 |
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CATCHBASIN
D
MANHOLE COVER
POST
W
MANHOLE COVER
GATE
POST
CB
U. POLE
CB
CATCH BASIN
TELEPHONE POLE
ELEC BOX
POSTPOST
POST
CB
CATCH BASIN
LIGHT POLE
GATE
GATE
POST
CB
DRAIN
BIKERACK
S
SMH*
S
SMH*
S
SMH*
DOLPHIN
CB
CATCH BASIN
13.20
ELEC BOX
ELEC BOX
LIGHT POLE
FRONT DEADMAN
WING DEADMAN
TIE ROD
ELEC BOX
E
ELECTRIC MANHOLE
SIGN
BENCH
BENCH
BENCH BENCHBENCH
12.89
14.75
13.63
13.82
13.74 14.97
15.72
13.70 12.73
15.59
12.72
RADAR
TOWER
RESTROOMS
PLAYGROUND
ROCKS
ROCK
ROCK
SHEETPILE WALL
TOP OF RIPRAP EMBANKMENT
FREEZER ROAD
FISHERMAN'S VIEW SEAFOOD
MARKET AND RESTAURANT
SPEEDBUMP
CAPE COD CANAL
EAST BOAT BASIN
ENTRANCE
CHANNEL
G G
G G
G G
G G
G G
W W W W W W W W W W W W W W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF
EFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEFEF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF EF EF EF EF EF EF EF EF EF EF EF EF
EF
EF
EF
EF
EF
SAN
SAN
SAN
SAN
SAN
SAN
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
EF
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
ASPHALT PARKING LOT
SD
2" COPPER
2" COPPER
CB
GATE
11 12
6 7 8
1 2 3
-4 -3 -2
-1
-5 -6
-6 -7 -8
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
EMBANKMENT
TOPOGRAPHY IS
APPROXIMATE
TOP OF RIPRAP EMBANKMENT
DOLPHIN (CUT NEAR WATER LINE)
RADAR
BLDG
R&D CHAIN AND
CONCRETE POST FENCE
R&D CHAIN
LINK FENCE
TEMPORARY EROSION CONTROL, TYP.
CONSTRUCTION GATE
CONSTRUCTION GATE
DEMOLISH WOODEN GUARDRAIL
R&D CONCRETE PADS. GOVERNMENT TO
SALVAGE TABLES, BENCHES, TRASH
RECEPTACLES, GRILLS AND BIKE RACKS.
TYP.
~10CY CONCRETE FILL UNDER
WALKWAY, TO BE REMOVED,
LOCATION APPROXIMATE
CONCRETE PAVEMENT REMOVAL, TYP.
PROTECT WATER
INFRASTRUCTURE
R&D UTILITY POLE,
SEE ED101
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D BOLLARD AND
12'X12'X4' FOUNDATION R&D UTILITY POLE,
SEE ED101
R&D CHAIN AND CONCRETE
POST FENCE
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D BOLLARD AND
12'X12'X4' FOUNDATION
R&D 16'X12'X 3' REINFORCES
CONCRETE FOUNDATION
AND ELECTRIC FEED, SEE
ED101
R&D TREES
R&D CONCRETE PADS. GOVERNMENT
TO R&S TABLES, BENCHES, TRASH
RECEPTACLES, GRILLS AND BIKE
RACKS PRIOR TO THE START OF
CONSTRUCTION.
R&D TREES
R&D CATCH
BASIN AND
OUTFALL PIPE
REMOVE AND STOCKPILE EMBANKMENT STONE WITHIN
8' OF THE EXISTING SHEETS AND AS REQUIRED TO
FACILITATE NEW SHEET PILE INSTALLATION.
SEE FOR-INFORMATION-ONLY DRAWING CAP-68,
SHEET 4 FOR DESIGN SECTION.
REMOVE AND STOCKPILE
EMBANKMENT STONE WITHIN 8' OF
THE EXISTING SHEETS AND AS
REQUIRED TO FACILITATE NEW
SHEET PILE INSTALLATION.
SEE FOR-INFORMATION-ONLY
DRAWING CAP-68, SHEET 4 FOR
DESIGN SECTION.
REMOVE AND STOCKPILE TOPSOIL.
EXCAVATE FOR INSTALLATION OF
NEW DEADMEN.
R&D CONCRETE CURB
SEE ED101 FOR CONDUIT
DEMOLITION, TYP.
A1 S-402
A9 S-402
H1 S-402
G1 S-401
G1 S-401
TEMPORARY CONSTRUCTION FENCING
PROTECT EXISTING ELECTRIC BOX,
SEE ELECTRICAL SERIES.
SEE ED101 FOR CONDUIT DEMOLITION.
ADDITIONALLY, R&D EXISTING
NITROGEN TUBE TO TIDE GAGE
INTERFACE PORT
R&D POST
TEMPORARY
CONSTRUCTION
FENCING
R&D TIMBER DOLPHIN
R&D TIMBER DOLPHIN
CUT EXISTING SHEET PILES TO
ELEVATION 4.0. BULGING SHEETS
SHALL BE CUT AND REMOVED AT THE
DEPTH NECESSARY TO PROVIDE
MINIMUM 2' HORIZONTAL CLEARANCE
TO NEW SHEETS. THIS DEPTH MAY BE
BELOW MLLW.
R&S SIGN
R&D GATE POSTS
AND FOUNDATIONS
~8'
~8'
~18' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
~25' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
~48' OR AS REQUIRED
TO EXCAVATE TO TIE
BACK ELEVATION
R&D 6'x6'x3' REINFORCED
CONCRETE FOUNDATION AND
ELECTRIC FEED, SEE ED101
R&D POST AND CHAIN FENCE
M
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| Sheets and Views |
| CD102 |
File details come from the government source that posted it. Updated .