B.08.03 Amendment 0001 Reveaux Levee Site Maps.pdf
PDF 11 MB Posted
- Attached to
- Levee Rehab-Reveaux, Missouri
- Solicitation number
- W912DQ20B1066
About this file
This document package includes site maps and drawings related to a federal construction contract opportunity for levee repair work along the Reveaux Levee in Missouri. The site maps depict areas requiring earthwork, borrow material extraction, drainage structure installation and repair, and erosion repairs along the levee. The drawings include typical section views, plans, and details for repair work including degrading an existing levee, installing stone hard points, setting back the levee, and cutting off sand lenses. The related federal contract opportunity is being solicited by the U.S. Army Corps of Engineers, Kansas City District and involves furnishing equipment, labor, fill material, haul road development and other construction activities to repair damages to the Reveaux Levee sustained in the 2019 floods. Repair work includes landside, riverside and crown levee sections as well as erosion repair, rutting repair, drainage structure rehabilitation and establishing turf.
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Text version
Crown Landside Slope Erosion
Sta. 0+00 To 5+00
Sta. 0+00
Highway 94
Sta. 13+25
18" CMP
Riverside Borrow Consult Specifications
(Approx. 0.8 AC)
37 Katy Trail
Ni em an s B ran c h
Crown Erosion Station 18+25 To 20+25
Scale
Borrow Haul Routes
Reveaux Drainage District Site Map B-1
0 290 580145 Feet
Station 33+20
Station 0+00
Station 43+30
Station 9+35Riverside Borrow Consu.t Specifications
(Approx. 1.2 AC)
Riverside Borrow Consult Specifications
(Approx. 0.2 AC)
Sta. 47+50
18" CMP
Landward Levee Setback Station 33+20 To 43+30
Riverside Borrow Degrade Existing
Levee Segment Only
Random Borrow Area B Consult Specifications (Approx. 12.7 AC Total)
Pr iva te Ac ce ss
Ro ad
Co. Rd. 4035
Co. Rd. 4038
GENERAL NOTES:
1. Provide Smooth Radius Curve At P.I. Location
2. For Supplemental Impervious Borrow Location See Site Map B-2a
Crown & Landside Slope Erosion
Station 43+30 To 48+00 (See Site Map B-3 For Borrow Location)
Breach Station 34+80 To 38+50
Ni em an sB ran ch
Ditch Excavation Required - Consult Specifications
Scale
Farm Trail
Sponsor Constructed Temporary Flood Protection
Berm - NOT Available Borrow Consult Specifications
Crown & Landside Slope Erosion
Station 28+00 To 33+20
Property Line (Approx.)
Forck Property
Forck Property
Beck Property
Field Service Road
Reveaux Drainage District Site Map B-2 Amendment 0001
0 520 1,040260 Feet g5edgfnp Polygon
Pr iva te A c c e s s
Ro ad
Co. Rd. 4035
Co. Rd. 4038
Supplemental Impervious Borrow Consult Specification
(Approx. 0.6 AC)
Random Borrow Location See Site Map B-2
Scale
6-Inch Cut Throughout Entire Designated Borrow Reach With Suceeding 6-Inch Cuts To Occur Upon Completion Of One Excavation Pass
Throughout Designated Reach
Existing Berm Contour Line
Section View Impervious Berm Borrow
Maximum 3' Cut
Reveaux Drainage District Site Map B-2a Amendment 0001
0 650 1,300325 Feet
Ni em an sB ran ch
Crown Erosion Sta. 43+30 To 48+00
Sta. 47+50
18" CMP
Crown & Landside Slope Erosion Sta. 59+00 To 101+00
1st Priority Borrow Existing Ditch Cleanout Consult Specifications
(Approx. 0.7 AC)
2nd Priority Borrow New Ditch Excavation Consult Specifications
(Approx. 1.0 AC)
1st Priority Borrow Existing Ditch Cleanout Consult Specifications
(Approx. 0.3 AC)
Sta. 43+30
Sta. 101+00
Existing Ditch
Travel Haul Route
3rd Priority Borrow New Ditch Excavation Consult Specifications
(Approx. 0.5 ac)
4th Priority Borrow Widen Existing Ditch
Consult Specifications (Approx. 2.1 ac)
Scale
Access Route
Reveaux Drainage District Site Map B-3
0 530 1,060265 Feet
Landside Ramp Sta. 172+70
Riverside & Landside Slope Erosion
Sta. 172+70 To 190+65
Private Access Route Property Line
Ditch Borrow Consult Specifications
(Approx. 1.2 AC)
Co. Rd. 403840
Travel Haul Route
Existing Ditch Scale
Sta. 187+00
Reveaux Drainage District Site Map B-4
0 380 760190 Feet
Property Line
Random Borrow Consult Specifications
(Approx. 0.1 AC)
Riverside & Landside Slope Erosion
Sta. 190+65 To 201+60
Property Line
Breach Sta. 201+60 To 203+45
Landside Slope Erosion
Sta. 203+45 To 205+70
Impervious Borrow See Section View Below Consult Specifications
(Approx. 2.0 AC)
Private Access Route
Equipment & Stone Haul Route
Travel Haul Route
Scale
6-Inch Cut Throughout Entire Designated Borrow Reach With Suceeding 6-Inch Cuts To Occur Upon Completion Of One Excavation Pass
Throughout Designated Reach
Existing Berm Contour Lne
Section View Impervious Berm Borrow
Sponsor Constructed Temporary Flood Protection Berm
Available Random Borrow Consult Specifications
Reveaux Drainage District Site Map B-5 Amendment 0001
0 500 1,000250 Feet
Riverside Levee Slope Foreshore Erosion
Sta. 214+30 To 218+05
Sta. 211+75 = 0+00
Travel Haul Route
Sta. 221+50 = 8+40
Travel Haul Route
Breach Sta. 234+55 To 236+00
Random Borrow Consult Specifications
(Approx. 3.1 AC)
8 Evenly Spaced Stone Hard Points
Consult Specifications
Landward Levee Setback
Impervious Borrow Consult Specifications
(Approx. 1.0 AC)
Sta. 232+35
Scale
Sponsor Constructed Temporary Flood Protection Berm Limited Available
Impervious Borrow Consult Specifications
Reveaux Drainage District Site Map B-6 Amendment 0001
. 0 525 1,050262.5 Feet
Sta. 255+88
48" CMP
Sta. 311+06
12" CMP
Sta. 301+40
18" CMP
Sta. 293+50
Crown, Riverside & Landside Erosion Sta. 236+00 To 255+88Breach
Sta. 234+55 To 236+00
Approx.
Sta. 264+00
Riverside Slope Erosion Sta. 255+88 To 264+00
Approx.
Sta. 298+28
Borrow Area 1 Consult Specifications
(Approx. 1.3 AC)
Riverside Borrow Area Consult Specifications
(Approx. 5.2 AC)
Borrow Haul Route
Crown, Riverside & Landside Slope Erosion
Sta. 264+00 To 298+28
Rivaux Creek Riverside Borrow (Approx. 0.2 AC)
Borrow Area 2 Consult Specifications
(Approx. 2.7 AC)
Scale
Reveaux Drainage District Site Map B-7
0 670 1,340335 Feet
Borrow Area 3 Consult Specifications
(Approx. 1.7 AC)
Crown Erosion Sta. 298+28 To 311+06
Crown Erosion
Sta. 320+10 To 319+94
0'
0'
0'
C/L Landward Levee Setback
E. 90
E. 80
E. 100
E. 70
E. 60
E. 50
0'
0'
0'
E. 100
E. 90
E. 80
E. 70
E. 60
E. 50
0'
0'
0'
E. 40E. 40
12'
1' V. On 3' H. 1' V. On 3' H.
1' V. On 100' H. To Toe Out
Landside Riverside
Area Fill To Be All Impervious Material Impervious Layer:
3' On Riverside 2' On Crown
2' On Landside
1' V. On 30' H.
E. 90.0
Random Fill
Random Fill
1' V. On 3' H.
30'
*Water Surface
*Water Surface Fluctuates With MO River
Natural Ground
TYPICAL REPAIR SECTION
Landward Levee Setback
Repair Station 33+20 To 43+30 (Setback Sta. 1+75 To 7+60)
GENERAL NOTES:
1. Shown Breach Contour Is Considered Approximate For Section View Station Only And Is Not Representative Of Scour Contour Throughout Entire Setback Repair Station Reach
2. Riverside Berm & Landside Area Fill Required Where Necessary From Setback Station 1+75 To 7+60
3. See Drawing C-2 For Typical Repair Section For Setback Stations 0+00 To 1+75 & 7+60 To 9+35
4. Typical Repair Section Taken At Approximate Setback Station 6+60
Breach Contour
Design E. 101.5 At Section View
Station
Drawing Not To Scale
Reveaux Drainage District Drawing C-1
Landward Setback C/L
6' 6' 3' Impervious Layer
2' Impervious Layer
Existing Ground
Landside Riverside
Drawing Not To Scale
6' 6'
Landward Setback 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
Design Grade Lines 1' V. on 3' H. Side Slopes
2' Impervious Layer
Sand Deposition Materials Depths Vary 6" To 48"
Drawing Not To Scale
Random Fill Zone
Random Fill Zone
Design Grade Lines 1' V. On 3' H. Side Slopes
(From Design Lines)
(From Design Lines)
*Shrinkage Line (5% Overbuild)
(From Design Line) (From Design Line)
Shrinkage Line (5% Overbuild)
GENERAL NOTE:
Repair Section Applicable Only
When Utilizing Two Borrow Material Groups
*Not Required At Landward Setback Levee
Repair Station 33+20 To 43+30
TYPICAL REPAIR SECTION
No Sand Lens Cut-Off Required
Reveaux Drainage District
TYPICAL REPAIR SECTION
With Sand Lens Cut-Off
Drawing C-2 Amendment 0001
C/L
E. 84.0E. 84.0 E. 89.0
E. 88.0
Natural Ground E. 91.0
E. 90.0 Natural Ground
1' V. on 50' H.
Landside Riverside
TYPICAL REPAIR SECTION
GENERAL NOTES:
1. Shown Breach Contour Is Considered Approximate For Section View Station Only And Is Not Representative Of Scour Contour Throughout Entire Breach Repair Station Reach
2. Breach Scour Contains Trapped Flood And/ Or Surface Water
Drawing Not To Scale
Breach Repair Sta. 201+60 To 203+45 Section At Approx. Sta. 202+25
Random Fill Zone
6' 6' 5% Over Build
Design Grade E. 100.0
E. 93.0
2' Layer Impervious Fill
From Design Slope
3' Layer Impervious Fill
From Design Slope
1' V. On 3' H.
Design Slopes
Scour Contour
Reveaux Drainage District Drawing C-3
Water Surface - Missouri River
Excavation Trench For Hard Points
See Drawing C-5
C/L Existing LeveeC/L Landward Levee Setback
Landside Riverside
Excavate/Degrade Existing Levee Impervious Borrow
Consult Specifications
Natural Ground
Landward Levee Setback See Drawing C-2
Drawing Not To Scale
Maximum Setback 210'
8 Hard Points Spaced Evenly Along Erosion Face
See Drawing C-5
Reveaux Drainage District
Landward Levee Setback Repair Sta. 211+75 To 221+50
Section At Approx. Sta. 216+00
Drawing C-4
TYPICAL SECTION
Existing Bank Erosion Face
10' 2' High Bank
Line
MO River Bottom
Excavate Bank Line Back Fill With
Quarry-Run-Stone
TYPICAL SECTION "A" Drawing Not To Scale
Approx. 1' V. on 2' H.
10' Sta. 214+30
Sta. 218+05
Bank Erosion Line
8 Evenly Spaced Hard Points Along Erosion Reach
"A"
"A"
Drawing Not To Scale
PLAN VIEW
Reveaux Drainage District Drawing C-5
| Site Map B-2 Amendment 0001 |
| Site Map B-2a Amendment 0001 |
| Site Map B-5 Amendment 0001 |
| Site Map B-6 Amendment 0001 |
| Drawing C-2 Amendment 0001 |
File details come from the government source that posted it. Updated .