pg 4 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 technical drawings and specifications related to the Sturgeon Bay Breakwater Repair project for the U.S. Army Corps of Engineers - Chicago District. The drawings provide detailed information on the existing breakwater structure, including grout hole locations, concrete cap details, and repair requirements. Key details include:
The project will involve drilling and grouting work to stabilize the existing breakwater, as well as tree clearing and minor stone placement. Repairs will likely be conducted by barge-mounted cranes, small equipment, and support vessels. The contractor will be responsible for protecting the existing breakwater structure from any damage during construction. The project is solicited under Contract Number W912P624B0010, which is a small business set-aside with an estimated value between $5-10 million. The Point of Contact is Casimir Brzozowiec, and interested vendors must be registered in SAM.gov and the Procurement Integrated Enterprise Environment (PIEE) system.
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Text version
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SLOPED PORTION OF
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SLOPED PORTION OF
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GROUT HOLE LOCATIONS STA 11+56 TO STA 12+56 AND STA 24+06 TO STA 25+06
SCALE: 1/4" = 1'0"
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GROUT HOLE LOCATIONS STA 7+50 TO STA 8+50
SCALE: 1/4" = 1'0"
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VARIANCE TO A MINIMUM OF 5” DIAMETER.
STANDARD GROUT HOLE SIZE IS 6” DIAMETER, WITH AN ALLOWABLE 9.
REPAIR.
REFER TO SPECIFICATION SECTION 35 31 25 TIMBER CRIB BREAKWATER 8.
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 7.
CONSTRUCTION VESSEL UNATTENDED.
WATER SHALL BE LEFT ON THE BREAKWATER STRUCTURE OR ON ANY
NO GROUT MATERIALS, FUEL, OR POTENTIAL CONTAMINANTS OF THE LAKE 6.
CRIB BACKFILL.
GROUT HOLES SHALL BE DRILLED TO PERMIT VOID GROUTING THE STONE 5.
WATERS.
CONTRACTOR SHALL NOT ALLOW CONSTRUCTION DEBRIS TO ENTER LAKE 4.
PUMPING WITHIN THAT HOLE.
OBSERVED WITHIN LAKE WATERS, CONTRACTOR SHALL IMMEDIATELY CEASE
TO PREVENTING GROUT FROM ESCAPING INTO LAKE. IF GROUT IS
CONTRACTOR SHALL STRICTLY ADHERE TO SPECIFICATIONS WITH REGARD 3.
STRUCTURE.
GROUT HOLES MAINTAIN ALIGNMENT WITHIN EACH "CELL" IN TIMBER
CONTRACTOR SHALL VERIFY LOCATION OF TIMBER STRUCTURE SO THAT 2.
FEET LONG
EXISTING CRIB SECTION OF BREAKWATER (AS SHOWN) IS APPROXIMATELY 25 1.
GENERAL SHEET NOTES
CENTERLINE CENTERLINE
GROUT ROW
GROUT ROW
GROUT ROW
GROUT ROW
HARBOR SIDE HARBOR SIDE
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