W912ES24B0001-0003 PLAN SHEET CS502 Replacement - OHB Ring Levee 24Jan24 .pdf
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- Attached to
- Ring Levee - Oxbow, Hickson, & Bakke (OHB) - Fargo Moorhead Metropolitan Area Flood Risk Management Project
- Solicitation number
- W912ES24B0001
About this file
This document contains a solicitation for construction services and related project details. The U.S. Army Corps of Engineers, St. Paul District is seeking construction of the Oxbow, Hickson, and Bakke Ring Levee portion of the Fargo-Moorhead Metropolitan Area Flood Risk Management Project in Cass County, North Dakota. Services include earthwork, excavation, storm sewer piping, riprap placement, and turf establishment. The anticipated value is between $10-25 million. The NAICS code is 237990 and the size standard is $45 million. This is a 100% small business set-aside issued as an IFB. Payment and performance bonds are required. Plan and specification details are provided in attachments.
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Text version
.5 ft f t
X
10ft 7.65ft
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.5 ft
10ft
7.65ft f t f t
(SEE NOTE 3)
50ft MAX.
SIDE SLOPE
LOW POINT IN OPEN SWALE
18" R20 RIPRAP
TYPE 1
GEOTEXTILE,
IN OPEN FIELD DRAINAGE DITCH
EXISTING GROUND / LOW POINT
LOW POINT IN OPEN SWALE
MATCH EXISTING GROUND/
DRAINAGE DITCH
TOP EDGE OF LOCAL
DITCH ELEVATION
LOCAL DRAINAGE
DIRECT DRAINAGE TO RIPRAP
GRADE SWALE AS SHOWN TO 18" R20 RIPRAP
TYPE 1
GEOTEXTILE,
DIRECT DRAINAGE TO RIPRAP
GRADE SWALE AS SHOWN TO
LOW POINT IN OPEN SWALE
18" R20 RIPRAP
SIDE SLOPE
18" R20 RIPRAP
SWALE BOTTOM
18" R20 RIPRAP
SIDE SLOPE
18" R20 RIPRAP
18" R20 RIPRAP SIDE SLOPE
1V:2H
1V:2H
18" R20 RIPRAP
18" R20 RIPRAP
DRAINAGE DITCH
TOP EDGE OF LOCAL
DRAINAGE DITCH
TOP EDGE OF LOCAL
6" B1 BEDDING
3ft
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SEE NOTE 1
6" B1 BEDDING
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END GEOTEXTILE
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RELATION TO THE DRAINAGE DITCH. GRADING MUST BE WITHIN
3. GRADING LIMIT WILL VARY DEPENDING ON SKEW OF SWALE IN
2. R20 RIPRAP SHALL BE UTILIZED AT OPEN SWALE INLET LOCATIONS.
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SHEET NOTES
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SECTION - OPEN SWALE
G3
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PROFILE - OPEN SWALE
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PLAN - OPEN SWALE
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TYPICAL DETAIL - CSPA INSTALLATION
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