About this file

This document is a drawing for a federal contract opportunity related to the replacement of the west sheet pile bulkhead at the East Boat Basin of the Cape Cod Canal in Sandwich, Massachusetts.

The key details include replacing approximately 440 linear feet of the existing corroded steel sheet pile bulkhead with a new taller bulkhead about 5 feet in front of the existing one. The work includes installing new concrete deadmen, tie rods, and whalers, as well as replacing the light system, bollards, cleats, and crane davit. Additional tasks involve installing a new fence, sidewalk, curb, driveway, gate, concrete pads, storm drain repairs, and new timber bumper piles. The solicitation number is W912WJ24B0013, and the project is being managed by the U.S. Army Corps of Engineers New England District.

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Other files

File Type Posted
Bid Abstract.pdf PDF
Amendment 0011.pdf PDF
Drawing S-404 - Revision 2.pdf PDF
Drawing CD102 - Revision 3.pdf PDF
Specs Section 31 23 00 - Revised.pdf PDF
Amendment 0010.pdf PDF
Drawing S-402 - Revised.pdf PDF
Drawing S-501 - Revised.pdf PDF
Amendment 0009.pdf PDF
Permit - Mass DEP Water Quality Certification.pdf PDF
Amendment 0008.pdf PDF
Amendment 0007.pdf PDF
Amendment 0006.pdf PDF
Amendment 0005.pdf PDF
Drawing CAP-68 - Revised.pdf PDF
Drawing CD102 - Revision 2.pdf PDF
Amendment 0004.pdf PDF
Amendment 0003.pdf PDF
Drawing S-0001 - Revised.pdf PDF
Drawing S-404 - Revised.pdf PDF
Amendment 0002.pdf PDF
Amendment 0001.pdf PDF
W912WJ24B0013.pdf PDF
Specs.pdf PDF
Plans.pdf 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

7'X7'X3' 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

7'X7'X3' FOUNDATION

R&D BOLLARD AND

7'X7'X3' 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

AT

C H

LI

N

E

- S

H

EE

T A/

1C D

US Army Corps of Engineers ®

U .S

.A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

N

EW

E N

G

LA

N D

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T

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R G

IN

IA

R O

AD

C

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C O

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N

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B

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D R

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D B

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Sheets and Views
CD102

File details come from the government source that posted it. Updated .