Drawing S-501 - Revised.pdf
PDF 345 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 technical drawing (Drawing S-501 - Revised.pdf) related to a federal contract opportunity for the Marine Construction - West Bulkhead Replacement at the Cape Cod Canal East Boat Basin in Sandwich, MA.
The key details are:
- The project will replace approximately 440 linear feet of the existing steel sheet pile bulkhead at the East Boat Basin. The new bulkhead will be installed 5 feet in front of the existing bulkhead and be 18 inches higher.
- New concrete deadmen, tie rods, and walers will be installed to support the new sheet piles. The existing sheet piles will be cut off 10 feet below grade and the space backfilled with crushed stone.
- The work also includes installing a new fence, sidewalk, and curb along the bulkhead, as well as a new driveway, gate, concrete pads, stormwater repairs, and timber bumper piles.
- The federal agency issuing the solicitation is the Department of the Army Corps of Engineers Engineering District New England, under Solicitation Number W912WJ24B0013.
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 | ||
| 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
78'-0" 5'-0"
EL. 14.0
EL. 12.5
EL. 9.45 (MHHW)
EL. 0.0 (MLLW)
NEW STEEL
SHEET PILE, PZ40
EXISTING
CHANNEL BOTTOM
(VARIES)
EXISTING PZ35 STEEL SHEET
PILE, CUT AT EL. 4.0
EL. 5.0 (NEW TIE ROD)
LIMITS OF EXCAVATION
NEW CONC.
DEADMAN (SEE
A11/S-502)
EXISTING REINFORCED
CONC. DEADMAN
TO REMAIN
EXISTING TIMBER PILE TO REMAIN.
FLUSH CUT PILE HEAD TO
ELEVATION OF EXISTING DEADMAN
IF NEEDED TO INSTALL NEW TIE ROD
44'-0"
3/4" CRUSHED STONE
1.5
BACKFILL SLOPE TO DRAIN
(SEE CIVIL DRAWINGS)
SLEEVE NUT
20'-0"
8" CRUSHED STONE
SUBBASE
NEW PERPENDICULAR TIE ROD FOR
WING DEADMAN (TYP). SEE S-403
FOR SPACING
EL. 2.0 (EXISTING TIE ROD)
60'-0"
EL. 18.0
NEW TIMBER PILE FENDER
NON-WOVEN
GEOTEXTILE,
4" GALV. STEEL
DOME POST CAP
4" GALV.
FENCE POST
GALV. PRESSED STEEL
FLOOR FLANGE
MIN. 12" X 4" GALV ANCHOR
BOLTS, PER MANUFACTURER
REQUIREMENTS #4 REBAR
# 4 STIRRUP AT 12" O.C.
8" GALV. CHAIN
W/ 3 8" GALV. SHACKLE
3"
2'-4"
6"1' -6
3' -2
6"
1' -6
6"
2"
1" CHAMFER
(TYP.)#4 STRIRRUP
AT 6" O.C.
4" GALV.
FENCE POST
NEW CONC.
WALKWAY#4 REBAR (TYP.)
#4 REBAR STIRRUP
AT 6" O.C.
ELEVATION SECTION
EXPANSION JOINT (SEE K16/S503)
WELDED WIRE FABRICEND OF BEAM OR
ISOLATION JOINT
2"
2"
5'-0"
NEW CONCRETE
WALKWAY
CONCRETE CAP AND
CURB WITH FENCING
EXISTING TIE ROD
EXISTING 2MC 12 x 37
DOUBLE CHANNEL WALER
3/4" CRUSHED
STONE
BACKFILL
EL. 15.0
EL. 14.0
NEW TIE ROD AND
DOUBLE CHANNEL WALER
EL. 5.0 (NEW TIE ROD)
EL. 5.0 (EXISTING TIE ROD)
NEW TIE ROD FOR
WING DEADMAN (TYP)
NEW TIE ROD
EL. 18.0
EL. 5.25 (NEW TIE ROD
WING DEADMAN)
CRUSHED STONE
SUBBASE
NON-WOVEN GEOTEXTILE
CLEAT
ANCHOR PER
MANUFACTURER'S
REQUIREMENTS
NEW CONC. CURB
NEW CONC. WALKWAY
SHEET PILE
0" (T
YP
0" (T
YP
0" (T
YP
3"
(3) #4 REBAR AT
5 14" O.C. VERT. FROM
TOP OF CONC. CAPNOTE:
STIRRUPS NOT SHOWN FOR CLARITY
t t/3 t/3 t/3
2"
REINFORCEMENT CONTINUOUS
THROUGH CONSTRUCTION
JOINT
GALV. PRESSED STEEL
FLOOR FLANGE
3'-0"
6"
1' -0
6"
WELDED
WIRE FABRIC
ELEVATION SECTION
2" Ø HOT DIPPED GALV STEEL CROSS POST
10"
2' -1
0"
SHEET PILE
ISOLATION JOINT
#4 REBAR @ 6" O.C.
ALTERNATE EVERY
OTHER HOOK
4'-0"
3/8" E70XX
6'-4"
2"
#4 REBAR @ 6" O.C.
CUT TOP 3" OF SHEET
PILES AT FISHING POINT
SHEET PILE
#4 REBAR @ 6" O.C.
NEW CONC
WALKWAY
2'-0"
3"
#4 REBAR (TYP.)
TERMINATE REBAR
2" FROM JOINTS
2" Ø HOT DIPPED GALV
STEEL CROSS POST (TYP)
2" Ø GALV. STEEL CROSS POST (TYP)
8"
1' -6
2" Ø HOT DIPPED GALV
STEEL CROSS POST
4'-0"
EXPANSION
JOINT
ISOLATION JOINT
NEW CONC
WALKWAY
PILE CAP
EXPANSION
JOINT
PLAN
EXPANSION
JOINT
5' -0
1' -0
TYPICAL LOCATION
OF FENCE POSTS
SHEET PILE
CUT SHEET PILE FLANGE
FOR PVC PIPE. DO NOT
CUT SHEET PILE WEB OR
INTERLOCK FOR PIPE.1"
4" .O.D. SCHEDULE 80 PVC
WITH 1/4"/1'-0" SLOPE
NOTE:
SEE SHEET C-112 FOR SPACING
S-501
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SECTION - ANCHORS AND SHEETINGK1
SCALE: 3/4" = 1'-0"
TYPICAL DETAILS - BULKHEAD CURB AND FENCINGE1
SCALE: 1/4" = 1'-0"
TYPICAL DETAIL - NEW BULKHEADK10
SCALE: 3/4" = 1'-0"
TYPICAL DETAIL - CLEATE12
SCALE: 3/4" = 1'-0"
TYPICAL DETAIL - CURB CORNERK16
SCALE: 3/4" = 1'-0"
TYPICAL DETAIL - CAP CONSTRUCTION JOINTE16
0 4' 8'2'
2'0 1' 4' 2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
SCALE: 3/4" = 1'-0"
TYPICAL DETAILS - ADA ACCESSIBLE FISHING POINTA1 2'0 1' 4' SCALE: 3/4" = 1'-0"
TYPICAL DETAIL - SCUPPERA16 2'0 1' 4'
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| S-501 |
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