W911XK24B0005 - Amendment 0001 Revised Plan - C-303.pdf
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- Solicitation number
- W911XK24B0005
About this file
This document is a revised plan for Amendment 0001 to Contract W911XK24B0005, the FY24 Little Manistee River Sea Lamprey Barrier Trap project. The project, awarded by the U.S. Army Corps of Engineers (USACE) Detroit District, involves constructing a new auxiliary spillway structure and sea lamprey trap on the Little Manistee River in Manistee, Michigan. Key details include:
The new spillway structure will consist of 70 feet of steel sheet pile and wide flange piles with 6 adjustable-height bays and an aluminum stoplog system. A steel walkway will be built over the weir. Downstream, a 6-inch concrete slab and riprap will be installed for scour protection. Excavation, grading, and seeding are also required. The work must comply with applicable USACE specifications for materials, welding, and fill requirements.
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SCALE: 3/8" = 1'
REQUIRED AND OPTION SOUTH ABUTMENT CROSS SECTION
SEE NOTE 5
FROM 600' TO 603'
REQD PZ27 SSP SLOPED
SEE NOTE 5
FROM 600' TO 603'
REQD PZ27 SSP SLOPED
CRANE FOUNDATION
OPTION 4' THICK CONCRETE
CONCRETE SLAB
OPTION 6" THICK CAST IN PLACE
SEE NOTE 4
REQD SEEDING
SEE NOTE 6
SUBBASE 1 FT THICK
OPTION COMPACTED
GROUND
EXISTING
SEE NOTE 3
REQD EXCAVATION,
SEE NOTE 2
REQD FILL
REQD FILTER STONE 6" THICK
RIPRAP, SEE NOTE 4
REQD 1.5' THICK
CHAIN LINK FENCING
REQD 7' TALL
SEE NOTE 4
REQD SEEDING
TIP EL 578'
REQ'D PZ27 SHEETPILE
REQD GROUT PLUG
REQD GROUT PLUG
2' 2'
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00.00 20 FOR MATERIAL AND COMPACTION REQUIREMENTS.
SUBBASE TO CONSIST OF MDOT 21AA. SEE SPECIFICATION SECTION 31 32 6.
ELEVATION.
THE SSP SHEETS SHALL BE CUT TO HAVE A SMOOTH SLOPING TOP 5.
SECTION 32 92 19.
ESTABLISH SEEDING IN SOUTH ABUTMENT AS REQUIRED IN SPECIFICATION 4.
UNSATISFACTORY MATERIAL MUST BE DISPOSED OF OFFSITE.
SITE WITHIN AREA DESIGNATED ON RR101. VEGETATION, DEBRIS, AND
SPREAD OUT NORTH OF THE CONCRETE SPILLWAY MAY BE STOCKPILED ON
EXCAVATED SATISFACTORY FILL WHICH IS NOT USED AS ONSITE FILL OR 3.
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SATISFACTORY FILL REQUIREMENTS IN SPECIFICATION SECTION 31 32 00.00
ONSITE FILL MAY CONSIST OF EXCAVATED MATERIAL MEETING 2.
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RIPRAP AND FILTER STONE SHALL MEET REQUIREMENTS OF SPECIFICATION 1.
GENERAL SHEET NOTES
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