500_Amendment 0004-Plans.pdf
PDF 2 MB Posted
- Attached to
- Levee Rehab, MRLS 500R, Kansas
- Solicitation number
- W912DQ20B1034
About this file
This document contains construction drawings and technical specifications for repair and replacement of levees within the Missouri River Levee System 500R in Kansas. The U.S. Army Corps of Engineers Kansas City District is soliciting bids to rehabilitate approximately 66 miles of levees, which includes installing riprap protection, repairing inlet and outlet structures, and constructing a gatewell. Bidders should note elevation requirements and design details for these rehabilitation efforts.
The related federal contract opportunity is solicitation number W912DQ20B1034 from the Department of the Army Corps of Engineers Engineering District Kansas City. The requirement is to repair and replace levees within the Missouri River Levee System 500R in Kansas to improve flood protection. Construction drawings and specifications are provided to inform interested contractors of the scope of work.
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Text version
40'
50' 50'
ELEV. 829.9'
6" BEDDING LAYER
OUTLET STRUCTURE INLET STRUCTURE
6" BEDDING
15" RIPRAP GRADATION.
STONE PROTECTION FOR
SEE SPECIFICATION 35 31 19
15" RIPRAP GRADATION.
STONE PROTECTION FOR
SEE SPECIFICATION 35 31 19
CHANNEL CENTERLINE
6" BEDDING
STRUCTURE FOR ACCESS PURPOSES.
BETWEEN THE LEVEE CREST AND THE
FILL UP TO THE TOP OF THE GATEWELL
CONTRACTOR SHALL PLACE IMPERVIOUS
SEE SHEET SF110
INSTALL GATEWELL THREE 60" PRECAST RCP
ELEV. 830.8'ELEV. 830.0' ELEV. 830.7'
RIPRAP PROTECTION
SEE SHEET SF112
OUTLET STRUCTURE
SEE SHEET SF112
INLET STRUCTURE
RIPRAP PROTECTION
ELEV. 832.5' ELEV. 832.6'
40.5'30'10'4'8.5'30'
EXCAVATION LIMITS
ALL SIDES OF RCP
18" FILTER SAND
ALL SIDES OF RCP
18" FILTER SAND
43' 3"
PER DETAIL ON SHEET D8/SF112
IMPERVIOUS FILL/CLSM
PER DETAIL ON SHEET D8/SF112
IMPERVIOUS FILL/CLSM
6" BEDDING LAYER
15" RIPRAP GRADATION.
STONE PROTECTION FOR
SEE SPECIFICATION 35 31 19
ELEV. 843.0'
NOT TO SCALE
INLET/OUTLET STRUCTURE
ON THIS SHEET
SEE DETAILS A1 & C1
ON THIS SHEET
SEE DETAILS A1 & C1
TIE TO TOP OF SLOPE
TIE TO TOP OF SLOPE
MIN. 5'
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K-7 Highway Profiles and Cross Section-OPTION
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