pg 3 of 5 - W912P624B0010-0005 PLANS _Sturgeon Bay Breakwater Repairs FY24.pdf
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- W912P624B0010 - Sturgeon Bay Breakwater Repair, Sturgeon Bay, Door County, WI (USACE ACQUISITION)
- Solicitation number
- W912P624B0010
About this file
This document appears to be a set of engineering plans for the Sturgeon Bay Breakwater Repair project in Door County, Wisconsin, under U.S. Army Corps of Engineers (USACE) Contract No. W912P624B0010.
The plans provide details on the existing breakwater conditions and the required repair work, which includes drilling, grouting, tree clearing, and minor stone placement. The repairs are intended to maintain safe passage for vessels entering and exiting the port. Key details include the specific dimensions and slopes for the stone structures, as well as requirements for the contractor to monitor and protect the existing breakwater during construction. The magnitude of the construction cost is estimated between $5,000,000 and $10,000,000, and the work is reserved exclusively for small business concerns. The contracting office is the USACE Chicago District, and the Point of Contact is Casimir Brzozowiec.
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Text version
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EXISTING CONDITIONS SECTION D
SCALE: 1/4" = 1'0"
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EXISTING CONDITIONS SECTION C
SCALE: 1/4" = 1'0"
SLOPE VARIES
SLOPE VARIES
1'-0"18'-0"1'-0"
2'-0" 4'-0"2'-0"4'-0" 2'-0"
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DETAILS.
BREAKWATER ALONG SECTION C AND D. SEE C-502 FOR ADDITIONAL
AN EXISTING CATWALK STRUCTURE IS PRESENT ALONG THE NORTH 5.
THE CONTRACTOR.
RESULTING FROM CONSTRUCTION PROCEDURES SHALL BE REPAIRED BY
AND BRACE ACCORDINGLY. ANY DAMAGE TO THE EXISTING STRUCTURE
PROCEDURES. CONTRACTOR SHALL MONITOR THE EXISTING STRUCTURE
THE BREAKWATER STRUCTURE FROM DAMAGE DUE TO CONSTRUCTION
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PROTECTION OF 4.
BY COUNT SHALL WEIGH MORE THAN 5.4 TONS.
BETWEEN 4.9 TONS AND 10.8 TONS WITH FIFTY(50) PERCENT OF THE STONES
STRUCTURES, STONE SHALL BE INSTALLED AT A SLOPE OF 1:2, WEIGHING
IN ACCORDANCE WITH 35 31 19 STONE MATERIALS PROTECTION FOR 3.
19 STONE MATERIALS PROTECTION FOR STRUCTURES.
THE LIMITS AND TOLERANCES. INSTALL STONE IN ACCORDANCE WITH 35 31
WILL DETERMINE THE EXTENT TO WHICH PLACEMENT IS POSSIBLE WITHIN
THE DIAGRAM REFLECTS THE DESIGN LIMITS. ACTUAL STONE DIMENSIONS 2.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS1.
GENERAL SHEET NOTES
HARBOR SIDE
HARBOR SIDE
LAKE SIDE
LAKE SIDE
+7.1'
L.W.D= 577.5
+7.1'
L.W.D = 577.5
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