B.08.03 Amendment 0003 35 41 00 Corning Levee Site Maps.pdf
PDF 5 MB Posted
- Attached to
- Levee Rehab-Corning, Missouri
- Solicitation number
- W912DQ20B1055
About this file
This document package includes maps and drawings in support of a federal construction solicitation. The maps depict damage sites along the Corning Levee in Missouri and denote repair work required including breach repairs, slope repairs, and crown repairs at various stations. The drawings show typical levee cross sections, repair sections, and borrow areas.
The related solicitation from the US Army Corps of Engineers, Kansas City District seeks construction services for levee repair work on the Corning Levee due to 2019 flooding. Services include earthwork, borrow material, haul roads, debris clearing, erosion and rutting repairs, levee surfacing, stonework, drainage structure rehabilitation, and turf establishment to repair compromised sections of the levee crown, riverside, and landside slopes.
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Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Corning Levee District - Item No. 117C ATT: B Damage Site Map
0 1 20.5 Miles
0+00
49+50
89+05
625+00 County Road
162+75 Drainage Structure
212+85 Access Road
25+55 Access Road
258+50 Road Intersection
636+60548+30 County Road
505+00
581+10
311+00
359+70 Drainage Structure
390+00 Pump Station
Breach Station
55+90 to 64+40
Breach Station
454+20 to 464+65
Breach Station
484+85 to 491+75
Breach Station
76+20 to 78+70
Breach Station
491+75 to 498+75
Breach Station
204+70 to 212+20
Landside Slope Erosion Station
0+00 to 8+70 25+00 to 29+50 78+70 to 89+05
142+70 to 163+00 348+50 to 407+55
Intermittent Crown Erosion Station 407+55 to 451+40
Intermittent Landside & Riverside Slope Erosion
Station 254+50 to 311+00 Intermittent Crown, Landside &
Riverside Slope Erosion Station
464+65 to 484+85 498+75 to 636+60
Destroyed Landside & Riverside Sod Cover
Station 0+00 to 55+90, 64+40 to 76+20, 78+70 to 204+70, 212+20 to 451+40, 464+65 to 484+85 & 498+75 to 636+60
Access Road via County Road
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Corning Levee District - Item No. 117C ATT: B-1 Damage Site Map
0 0.4 0.80.2 Miles
In-Place Breach Repair Station 55+90 to 64+40
In-Place Breach Repair Station 76+20 to 78+70
BORROW AREA:
The Hatched area indicates borrow to be taken evenly over the flagged area. Area to be left in a manner that encourages shallow ponding areas with flat slopes and no vertical faces.
Borrow will be obtained without damage to standing timber and staying outside the dripline of the standing timber.
Approximately 75.0 AC
GENERAL NOTES:
Contractor will access site from county road then along outlined "Blue" line on map along landside levee toe
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The Limits of 200' Of The
Construction Site
Approximate Boundaryof Corning MRRP Site
BORROW AREA NOTE:
When Obtaining Borrow Material within the limits sand materials are to be utilized first and placed in the core (center) of the levee embankment. Impervious materials are to be obtained once the sand materials have been removed and used as cap materials.
Levee construction will follow direction from Drawing C-4 located in the solicitation.
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Corning Levee District - Item No. 117C ATT: B-2 Site Map
0 0.3 0.60.15 Miles
212+85 Access Road
Breach Station
204+70 to 212+20
Access Road via County Road
GENERAL NOTES:
Contractor will access site from county road
"Blue" line on map then along landside levee toe
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The Limits of 200' Of The
Construction Site
BORROW AREA:
The Cross-Hatched area indicates impervious (cap) borrow material to be taken evenly over the flagged area. Obtained material will be cohesive material used as the cap on the sand core. Site will be left in a manner that properly drains and has no areas of standing water.
Borrow will be obtained without damage to standing timber and staying outside the dripline of the standing timber.
Approximately 2.0 AC
BORROW AREA:
The Hatched area indicates borrow to be taken evenly over the flagged area. Obtained material will be the sand deposits left from the scour area and will only be taken down to the original plowed zone. Site will be left in a manner that properly drains and has no areas of standing water.
Borrow will be obtained without damage to standing timber and staying outside the dripline of the standing timber.
Approximately 18.0 AC
Community
Corning Levee District ATT: B-3 Site Map
0 0.1 0.20.05 Miles
Breach Station
454+20 to 464+65
REPAIR
Landward Levee Setback
Sta 451+40 = Sta 0+00 Sta 464+65 = Sta 14+45
Access Road via County Road
GENERAL NOTES:
Contractor will access site from county road "Blue" line on map along landside levee toe
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The Limits of 200' Of The
Construction Site
BORROW AREA NOTE:
When Obtaining Borrow Material within the limits sand materials are to be utilized first and placed in the core (center) of the levee embankment. Impervious materials are to be obtained once the sand materials have been removed and used as cap materials.
Levee construction will follow direction from Drawing C-4 located in the solicitation.
Approxim ate Boundary of Thurnau MRRP Site
BORROW AREA:
The Hatched area indicates borrow to be taken evenly over the flagged area. Area to be left in a manner that encourages shallow ponding areas with flat slopes and no vertical faces.
Approximately 40.0 AC
Community
Corning Levee District ATT: B-4 Site Map
Amendment 0003
0 0.1 0.20.05 Miles
In-Place Breach Repair Station
491+75 to 498+75 In-Place Breach Repair Station
484+85 to 491+75
Approximate Boundaryof Thurnau MRRP Site
Access Roadvia State Road
GENERAL NOTES:
Contractor will access site from county road then along outlined "Blue" line on map along landside levee toe
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The Limits of 200' Of The
Construction Site
BORROW AREA NOTE:
When Obtaining Borrow Material within the limits sand materials are to be utilized first and placed in the core (center) of the levee embankment. Impervious materials are to be obtained once the sand materials have been removed and used as cap materials.
Levee construction will follow direction from Drawing C-4 located in the solicitation.
BORROW AREA:
The Hatched area indicates borrow to be taken evenly over the flagged area. Area to be left in a manner that encourages shallow ponding areas with flat slopes and no vertical faces. Borrow will be obtained without damage to standing timber and staying outside the dripline of the standing timber. Approximately 20.0 AC g5edgfnp Polygon
Community
Corning Levee District - Item No. 117C ATT: B-5 Site Map
0 0.25 0.50.125 Miles
625+00 County Road
636+60
548+30 County Road
581+10
App rox imate Boun dar y of T hur nau
MRRP S
ite
Ac ce ss R oa d via C ou nty
R oa d
GENERAL NOTES:
Contractor will access site from county road "Blue" line on map.
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The Limits of 200' Of The
Construction Site
BORROW AREA NOTE:
When Obtaining Borrow Material within the limits sand materials are to be utilized first and placed in the core (center) of the levee embankment. Impervious materials are to be obtained once the sand materials have been removed and used as cap materials.
Levee construction will follow direction from Drawing C-4 located in the solicitation.
BORROW AREA:
The Hatched area indicates borrow to be taken evenly over the flagged area. Area to be left in a manner that encourages shallow ponding areas with flat slopes and no vertical faces.
Borrow will be obtained without damage to standing timber and staying outside the driplineof the standing timber. Approximately 25.0 AC
IN-PLACE REPAIRS INTERMITTENT
CROWN, LANDSIDE & RIVERSIDE
SLOPE EROSION:
Station 498+75 to Station 636+60
C/L Levee LandsideRiverside
Typical Levee Cross Section Recommended Repair
(12' Crown 1 on 3 Slopes)
Drawing Not To Scale
1' V ertic al o n 3
' Horiz ontal S lope
12'
Typical Cross Section of Levee Embankment Levee Embankment Station 55+90 to 64+40, 76+20 to 78+70, 204+70 to 212+20 and 484+85 to 498+75
Corning Levee District- Item No. 177C ATT C-1 Drawing
Amendment 0003 g5edgfnp Polygon
C/L Pre-Existing Levee Breached LeveeC/L Landward Levee Setback
Maximum Setback 350'
Landside Riverside
New Landward Levee Setback Recommended Repair
(12' Crown 1 on 3 Slopes)
Existing Grade Line
Drawing Not To Scale
Water Surface
Existing Grade Line
Landward Levee Setback Station 454+20 to Station 464+65
Corning Levee District - Item No. 117C ATT C-2 Drawing
C/L
6' 6'
3' Impervious Layer
2' Impervious Layer
Existing Ground
Landside Riverside
Drawing Not To Scale
6' 6'
C/LLandside Riverside
Sand Lens Cut-Off Excavate Sand Deposition Materials And Backfill With
Impervious Materials
4'
6'1' V. on 1' H. 1' V. on 1' H.
3' Impervious Layer 2' Impervious Layer
Sand Deposition Materials Depths Vary
Drawing Not To Scale
Random Materials
Random Materials
GENERAL NOTE:
Repair Section Applicable Only
When Utilizing Two Borrow Material Groups
TYPICAL REPAIR SECTION
No Sand Lens Cut-Off Required
Corning Levee District C-4 Drawing
TYPICAL REPAIR SECTION
With Sand Lens Cut-Off
1' V. on 3.0' H. 1' V. on 3.0' H.
1' V. on 3.0' H 1' V. on 3.0' H.
| ATT B Damage Site Map |
| ATT B-1 Site Map |
| ATT B-2 Site Map |
| ATT B-3 Site Map |
| ATT B-4 Site Map |
| ATT B-5 Site Map |
| ATT C-1 Drawing |
| ATT C-2 Drawing |
| ATT C-3 Drawing |
| ATT C-4 Drawing |
File details come from the government source that posted it. Updated .