A02_0002_DRAWINGS_23B0008.pdf
PDF 1 MB Posted
- Solicitation number
- W912EE23B0008
About this file
This document package includes construction drawings and specifications for stone revetment repairs along the Mississippi River at Point Pleasant, RM 412.9-R. The drawings show existing conditions and repair limits, including plan, profile, cross-section views, notes and details. Repairs include placement of armor stone and stone bank paving to restore the revetment and address bank erosion. The related solicitation seeks indefinite delivery/indefinite quantity construction contracts for stone repairs to revetments and dikes along the Mississippi River Basin as part of the Channel Improvement Program. The solicitation is issued by the US Army Corps of Engineers Vicksburg District with responses due by July 2023. Awarded contracts will have a one-year base period and four option years for repairs that will be task ordered annually.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BID ABSTRACT.pdf | ||
| A22_AMENDMENT 0002_23B0008.pdf | ||
| A22_AMENDMENT 0001_23B0008.pdf | ||
| A02_Drawings_23B0008.pdf | ||
| A22_W912E23B0008 FY23 MS River Stone Repairs.pdf |
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Text version
ISSUE DATE:
US Army Corps of Engineers ®
VICKSBURG DISTRICT
JULY 2023
MISSISSIPPI RIVER
FC/MR&T, CHANNEL IMPROVEMENT PROGRAM
REVETMENT CONSTRUCTION
POINT PLEASANT, RM 412.9-R
SO
LI
C
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AT
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N N
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IG
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B
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D
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C R
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A
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SI
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SU
BM
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D B
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D
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D
B Y:
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IS
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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INDEX TO DRAWINGS
SHEET ID SHEET NAME
G-001 COVER SHEET
C-101 PLAN
C-301 CROSS SECTIONS
C-302 CROSS SECTIONS
C-303 CROSS SECTIONS
C-304 CROSS SECTIONS
C-501 TYPICAL DETAILS
R-139-D R-140-D
R-141-D
R-142-D R-143-D
R-144-D R-145-D R-146-D
R-147-D R-148-D
R-149-D R-150-D
R-151-D
R-152-D R-153-D
IR R-141-D
EL. 80.878
N=949192.24
E=2057066.31 IR R-144-D
EL. 80.567
N=948786.21
E=2057259.63 IR R-146-D
EL. 81.016
N=948478.20 E=2057316.67
IR R-149-D
EL. 81.991
N=948095.66 E=2057556.15
IR R-152-D
EL. 82.350
N=947782.55 E=2057933.83
IR PTP-1
EL. 81.850
N=947564.29 E=2058162.04
N: 949481.0015 E: 2057624.2647
N: 947998.6108 E: 2058446.4400
N: 947798.5802 E: 2058081.8348
N: 949262.4882 E: 2057201.5316
N: 949532.5441 E: 2057023.6851
N : 9
3.
E:
.5
N : 9
0.
E:
.0
N : 9
8.
E:
.6
N : 9
8.
E:
.1
N : 9
6.
E:
.7
N : 9
9.
E:
.5
N : 9
8.
E:
.5
N : 9
7.
E:
.9
N : 9
9.
E:
.0
N : 9
0.
E:
.1
N : 9
0.
E:
.7
N : 9
1.
E:
.4
N : 9
3.
E:
.9
N : 9
5.
E:
.0
N : 9
3.
E:
.3
N: 947468.9785 E: 2058091.6258
MISSISSIPPI RIVER
2°
2'
2.
2°
1'
9.
2°
2'
9.
2°
1'
2.
2°
5'
1.
2°
1'
4.
2°
6'
2.
2°
5'
4.
2°
7'
0.
2°
6'
3.
2°
8'
9.
2°
8'
9.
2°
8'
9.
2°
5'
4.
2°
7'
4.
SO
LI
C
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AT
IO
N N
O
D
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IG
N
ED
B
Y:
D
ES
C R
IP
TI
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A
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SI
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BM
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D B
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D
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D
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D R
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IS
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C-101
PL
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1. HORIZONTAL DATUM: HARN/MS MISSISSIPPI STATE PLANE, WEST ZONE, US
FOOT
2. VERTICAL REFERENCE SYSTEM: NAVD 88
3. DATE OF SURVEY: MARCH 2023
4. LWRP = 39
5. THIS WORK IS NOT ANTICIPATED UNTIL THE 2024 REVETMENT SEASON.
NOTES
LEGEND
ACM
STONE BANK PAVING
A1 POINT PLEASANT - RM 412.9-R - PLAN
SCALE: 1"=200' 400'0 200'
N
FLOW
R-152-D
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100
R-151-D
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100-150
R-150-D
-50 -40 -30 -20 -10
-50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100-150
TO
E
O F
M
AT
O
FF
SE
T
4.
7'
TO
P
O F
M
AT
O
FF
SE
T
1.
4'
TO
E
O F
M
AT
O
FF
SE
T
4.
0'
TO
P
O F
M
AT
O
FF
SE
T
9.
7'
TO
E
O F
M
AT
O
FF
SE
T
5.
2'
TO
P
O F
M
AT
O
FF
SE
T
0.
8'
-23.71%
-23.52%
-23.82%
STONE BANK PAVING LIMITS MAT LIMITS
TO
P
O F
SB
P
O
FF
SE
T
.8
MAT LIMITS
MAT LIMITS
TO
P
O F
SB
P
O
FF
SE
T
.3
STONE BANK PAVING LIMITS
TO
P O
F
SB
P O
FF
SE
T
.1
STONE BANK PAVING LIMITS
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
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C R
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TI
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D B
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D
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D
B Y:
D R
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N
B Y:
IS
SU
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AT
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SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
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EN
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IN
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R S
AD
D
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B Y
AM
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D M
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BU
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C
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BU
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PO
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PL
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M
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PR
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C R
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D . H
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P .E
D . W
AL
LA
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P.
E.
1. HORIZONTAL DATUM: HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE, US
FOOT
2. VERTICAL REFERENCE SYSTEM: NAVD 88
3. DATE OF SURVEY: MARCH 2023
4. LWRP = 39
5. THIS WORK IS NOT ANTICIPATED UNTIL THE 2024 REVETMENT SEASON.
NOTES
LEGEND
ACM
STONE BANK PAVING
A1 CROSS SECTIONS
SCALE: 1"=50'
R-149-D
-50 -40 -30 -20 -10
-50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100-150
R-148-D
-50 -40 -30 -20 -10
-50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100-150-200
R-147-D
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100-150-200
TO
E
O F
M
AT
O
FF
SE
T
8.
5'
TO
P
O F
M
AT
O
FF
SE
T
9.
7'
TO
E
O F
M
AT
O
FF
SE
T
9.
4'
TO
P
O F
M
AT
O
FF
SE
T
5.
3'
TO
E
O F
M
AT
O
FF
SE
T
6.
1'
TO
P
O F
M
AT
O
FF
SE
T
6.
5'
-24.91%
-24.49%
-24.03%
MAT LIMITS
MAT LIMITS
MAT LIMITS
TO
P
O F
SB
P
O
FF
SE
T
.8
TO
P
O F
SB
P
O
FF
SE
T
.5
TO
P
O F
SB
P
O
FF
SE
T
.0
STONE BANK PAVING LIMITS
STONE BANK PAVING LIMITS
STONE BANK PAVING LIMITS
SO
LI
C
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AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
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A
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BM
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D B
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D
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C O
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N O
C
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D
B Y:
D R
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N
B Y:
IS
SU
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AT
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
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C O
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EN
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IN
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AD
D
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B Y
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D M
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BU
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C
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BU
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M
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PR
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AM
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PI
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C-302
C R
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C . C
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D . H
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P .E
D . W
AL
LA
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P.
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1. HORIZONTAL DATUM: HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE, US
FOOT
2. VERTICAL REFERENCE SYSTEM: NAVD 88
3. DATE OF SURVEY: MARCH 2023
4. LWRP = 39
5. THIS WORK IS NOT ANTICIPATED UNTIL THE 2024 REVETMENT SEASON.
NOTES
LEGEND
ACM
STONE BANK PAVING
R-146-D
-50 -40 -30 -20 -10
-50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 8000-50-100
R-145-D
-50 -40 -30 -20 -10
-50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 8500-50
R-144-D
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 8500-50
TO
E
O F
M
AT
O
FF
SE
T
5.
0'
TO
E
O F
M
AT
O
FF
SE
T
5.
0'
TO
P
O F
M
AT
O
FF
SE
T
7.
9'
TO
E
O F
M
AT
O
FF
SE
T
0.
7'
TO
P
O F
M
AT
O
FF
SE
T
6.
9'
TO
E
O F
M
AT
O
FF
SE
T
0.
8'
TO
P
O F
M
AT
O
FF
SE
T
3.
2'
-24.51%
-24.17%
-24.73%
MAT LIMITS
MAT LIMITS
MAT LIMITS
TO
P
O F
SB
P
O
FF
SE
T
.9
TO
P
O F
SB
P
O
FF
SE
T
5.
0'
TO
P
O F
SB
P
O
FF
SE
T
.5
STONE BANK PAVING LIMITS
SO
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C
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AT
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N N
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D
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IG
N
ED
B
Y:
D
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C R
IP
TI
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D B
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SHEET ID
B
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
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P .E
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AL
LA
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P.
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1. HORIZONTAL DATUM: HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE, US
FOOT
2. VERTICAL REFERENCE SYSTEM: NAVD 88
3. DATE OF SURVEY: MARCH 2023
4. LWRP = 39
5. THIS WORK IS NOT ANTICIPATED UNTIL THE 2024 REVETMENT SEASON.
NOTES
LEGEND
ACM
STONE BANK PAVING
R-141-D
-70 -60 -50 -40 -30 -20 -10
-70 -60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 8500-50-100-150-200
R-143-D
-60 -50 -40 -30 -20 -10
-60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 8500-50-100-150
R-142-D
-70 -60 -50 -40 -30 -20 -10
-70 -60 -50 -40 -30 -20 -10
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 8500-50-100
TO
E
O F
M
AT
O
FF
SE
T
9.
6'
TO
P
O F
M
AT
O
FF
SE
T
6.
6'
TO
E
O F
M
AT
O
FF
SE
T
7.
5'
TO
P
O F
M
AT
O
FF
SE
T
9.
3'
TO
E
O F
M
AT
O
FF
SE
T
9.
7'
TO
P
O F
M
AT
O
FF
SE
T
3.
8'
-24.87%
-24.65%
MAT LIMITS
MAT LIMITS
MAT LIMITS
TO
P
O F
SB
P
O
FF
SE
T
.2
TO
P
O F
SB
P
O
FF
SE
T
.4
TO
P
O F
SB
P
O
FF
SE
T
.8
STONE BANK PAVING LIMITS
STONE BANK PAVING LIMITS
STONE BANK PAVING LIMITS
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
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SI
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BM
IT
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D B
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D
AT
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C O
N
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AC
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N O
C
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KE
D
B Y:
D R
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N
B Y:
IS
SU
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AT
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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R S
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D
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B Y
AM
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D M
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BU
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BU
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PO
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PL
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N T, R M
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R
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ET
M
EN
T
C O
N
ST
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C
TI
O N
FC
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R &T
, C H
AN
N
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IM
PR
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VE
M
EN
T
PR
O
G R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
C-304
C R
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S
EC
TI
O
N S
Z.
L
YN
C
H
C . C
U
EV
AS
D . H
ER
R
P .E
D . W
AL
LA
C E
P.
E.
1. HORIZONTAL DATUM: HARN/MS MISSISSIPPI STATE PLANES, WEST ZONE, US
FOOT
2. VERTICAL REFERENCE SYSTEM: NAVD 88
3. DATE OF SURVEY: MARCH 2023
4. LWRP = 39
5. THIS WORK IS NOT ANTICIPATED UNTIL THE 2024 REVETMENT SEASON.
NOTES
LEGEND
ACM
STONE BANK PAVING
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
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| Sheets and Views |
| G-001 |
| Sheet 1 |
| C-101 |
| Sheet 1 |
| C-301 |
| Sheet 1 |
| C-302 |
| Sheet 1 |
| C-303 |
| Sheet 1 |
| C-304 |
| Sheet 1 |
| C-501 |
| Sheet 1 |
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