Drawing S-404 - Revision 2.pdf
PDF 192 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 appears to be a drawing (Drawing S-404 - Revision 2) related to a federal contract opportunity for the Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA (Solicitation Number: W912WJ24B0013).
The key details are:
- The project will replace the approximately 300-foot long west sheet pile bulkhead at the East Boat Basin, including two 60-foot long returns. The existing bulkhead is significantly corroded.
- The new bulkhead will be installed about 5 feet in front of the existing bulkhead and be 18 inches higher. It will include steel sheet piles, interior whalers, concrete deadmen, tie rods, and a timber fender system.
- Other work includes installing a temporary bike path, replacing light systems and conduits, installing new bollards, cleats, fencing, sidewalk, driveway, picnic areas, and storm drain repairs.
- The federal agency involved is the Department of the Army Corps of Engineers, New England District.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.pdf | ||
| Amendment 0011.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 | ||
| Drawing S-404 - Revised.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| W912WJ24B0013.pdf | ||
| Specs.pdf | ||
| Plans.pdf |
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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. 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. 9.45
(MHHW)
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. 9.45 (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. 18.5
EL. 9.45
(MHHW)
S-404
ST
R
U C
TU
R
AL
N
EW
B
U
LK
H
EA
D E
LE
VA
TI
O
N S
M .A
N D
R
YU
K
M .A
N D
R
YU
K
B.
PA
U L
J.
KE
D
ZI
ER
SK
I
AN
SI
D 3/
M
AY
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
D
IS
TR
IC
T
VI
R G
IN
IA
R O
AD
C
O N
C O
R D
, M A
2-
D
ES
IG
N
ED
B
Y:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
SC
AL
E:
SH
EE
T
D R
AW
IN
G C
O D
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E: O
F
SHEET ID
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
0%
P
AC
KA
G
E
W
ES
T
BU
LK
H
EA
D
R
EP
LA
C
EM
EN
T
EA
ST
B
O
AT
B
AS
IN
C
AP
E
C O
D C
AN
AL
SA
N
D W
IC
H
, M
AS
SA
C
H U
SE
TT
S W
2W
J2 4B
C
AP
-1
F1
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.
AD
D
EN
D U
M
A
U G
AD
D
EN
D U
M
S
EP
| Sheets and Views |
| S-404 |
File details come from the government source that posted it. Updated .