35 41 00 Wolcott 1 Levee Site Maps Amendment 0001.pdf
PDF 5 MB Posted
- Attached to
- Levee Rehab-Wolcott 1, 2, &3, Kansas
- Solicitation number
- W912DQ20B1030
About this file
This document contains site maps, drawings, and damage descriptions for proposed levee rehabilitation work along with a related federal contract opportunity notice. The U.S. Army Corps of Engineers, Kansas City District intends to issue an invitation for bid for construction activities to repair damages to the Wolcott 1, 2, and 3 Levee Units sustained during 2019 flood events. The scope of work includes earthwork, hauling fill and borrow material, clearing debris, erosion and rutting repairs, levee surfacing, stone placement, drainage structure installation and rehabilitation, and turf establishment for compromised levee sections. Responses to the solicitation are to be evaluated according to FAR 14.1 with an intended award date of September 2020.
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Text version
Wolcott
Lakeside Speedway
I - 435
Railroad
Connor Creek
Isla nd
Cr
Highway 5 / Wolcott Dr
Hutton Rd
Highway 5
Water Pumping Facility
Wasterwater Treatment
Facility
0+00
3+00 - L/S Ramp
19+00 - L/S Ramp
44+00 - R/S Spur
51+00 - L/S Ramp 53+00 - R/S Ramp
73+00 L/S Ramp
93+00 - L/S Ramp
101+00 - Ramps
108+00 - L/S Ramp
125+00 - L/S Ramp
145+10
165+00
24" CMP
150+00, 154+95, 159+90 165+00 & 170+05 Grade Control Str
192+00 - L/S Ramp
193+00 - 24" CMP
199+00 - L/S Ramp
229+00 End Sta.
15+00 - R/S Spur
Wolcott Drainage District - Item No. 83 - Section 1 Damage Location Map
Riverside Foreshore Erosion Station 175+00 to Station 194+00
Breach w/ Associated Scour Station 22+40 to Station 27+60
Riverside Foreshore Erosion Station 8+40 to Station 9+90
Intermittent Crown, L/S & R/S Erosion Station 3+50 to 3+95, 13+90 to 14+90, 47+50 to 103+60, 115+00 to 175+00 &
195+00 to 208+00
Destroyed (Lost) Sod Cover Landside Station
0+00 to 2+50
Riverside Station 31+40 to 112+00
115+60 to 175+00
Isla nd
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Wolcott Drainage District - Item No. 83 - Section 1 ATT: B-1 Site Map
Riverside Foreshore Erosion Station 8+40 to Station 9+90
REPAIR:
Landward Levee Setback
Station 7+40 = Station 0+00 Station 10+60 = Station 4+25
0 0.025 0.050.0125 Miles
BORROW AREA:
The Borrow area indicates borrow material located riverward of the newly constructed levee.
Excavation will be done in a manner over the entire area maintaining positive drainage away from the newly constructed levee and staying at least 10' from levee toeline.
Approximately 0.3 AC
GENERAL NOTES:
Contractor will access site via farm to market road then along landside toe of levee embankment.
Contractor will leave entire site of construction still has positive drainage "No Ponding Areas"
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The
Limits of 200' Of The Construction Site
BORROW AREA:
Remaining riverward segments of the levee to be utilized in repair.
Excavation will be done in a manner maintaining positive drainage away from the newly constructed levee.
All riverward portions of remaining levee will be utilized fully.
Cr
44+00 - R/S Spur
51+00 - L/S Ramp
Wolcott Drainage District - Item No. 83 - Section 1 ATT: B-2 Revised Site Map
Breach w/ Associated Scour Station 22+40 to Station 27+60
REPAIR:
Landward Levee Setback
Station 23+10 = Station 0+00 Station 31+40 = Station 7+50
0 0.065 0.130.0325 Miles
BORROW AREA:
The Hatched area indicates borrow material located in the remaining riverward segments of the levee and the area between the newly constructed levee and existing levee.
Excavation will be done in a manner maintaining positive drainage away from the newly constructed levee.
All riverward portions of remaining levee will be utilized fully.
Approximately 1.0 AC
GENERAL NOTES:
Contractor will access site via
County Road then along landside toe of levee embankment.
Contractor will leave entire site of construction still has positive drainage "No Ponding Areas"
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The
Limits of 200' Of The Construction Site g5edgfnp Polygon
I - 435
Connor Creek
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community
Wolcott Drainage District - Item No. 83 - Section 1 ATT: B-3 Site Map
Riverside Foreshore Erosion Station 175+00 to Station 194+00
REPAIR:
Landward Levee Setback
Station 173+50 = Station 0+00 Station 195+00 = Station 23+50
0 0.1 0.20.05 Miles
BORROW AREA:
The Hatched area indicates borrow material located riverward of the existing levee (previous landward levee setback).
Excavation will be done in a manner over the entire area maintaining positive drainage away from the newly constructed levee and staying at least 10' from levee toeline.
Approximately 7.5 AC
GENERAL NOTES:
Contractor will access site via farm to market road then along landside toe of levee embankment.
Contractor will leave entire site of construction still has positive drainage "No Ponding Areas"
REPAIR DESCRIPTIONS:
Staging Area Will Be Within The
Limits of 200' Of The Construction Site
BORROW AREA:
Remaining riverward segments of the levee to be utilized in repair.
Excavation will be done in a manner maintaining positive drainage away from the newly constructed levee.
All riverward portions of remaining levee will be utilized fully.
C/L Existing LeveeC/L Landward Levee Setback
Maximum Setback 50'
Landside Riverside
New Landward Levee Setback Repair
(10' Crown 1 on 3 Slopes)
Existing Grade Line
Drawing Not To Scale
Excavate/Degrade Existing Levee (Available Borrow For Landward Levee Setback)
Failed Riverside Foreshore/Levee Embankment Slope
Water Surface "Unknown Waterway"
Existing Grade Line
Riverside Foreshore/Levee Embankment Slope Failure Station 7+40 to Station 10+60
Wolcott Levee District - Item No. 83 Section 1 C-1 Drawing
Approximate C/L Breached LeveeC/L Landward Levee Setback
Maximum Setback 325'
Landside Riverside
New Landward Levee Setback Repair
(10' Crown 1 on 3 Slopes)
Existing Grade Line
Drawing Not To Scale
Water Surface MO River
Existing Grade Line
Breach w/ Foundation Scouring Station 22+40 to Station 27+60
Wolcott Drainage District - Item No. 83 Section 1 C-2 Drawing
C/L Existing LeveeC/L Landward Levee Setback
Maximum Setback 50'
Landside Riverside
New Landward Levee Setback Repair
(12' Crown 1 on 3 Slopes)
Existing Grade Line
Drawing Not To Scale
Excavate/Degrade Existing Levee (Available Borrow For Landward Levee Setback)
Failed Riverside Foreshore/Levee Embankment Slope
Water Surface "Unknown Waterway"
Existing Grade Line
Riverside Foreshore/Levee Embankment Slope Failure Station 175+00 to Station 194+00
Wolcott Levee District - Item No. 83 Section 1 C-3 Drawing
| Wolcott 1 Levee Site Maps |
| Wolcott 1 Damage Map |
| ATT B-1 |
| ATT B-2 |
| ATT B-3 |
| C-1 Drawing |
| C-2 Drawing |
| C-3 Drawing |
File details come from the government source that posted it. Updated .