B.08.Plans for Solicitation 24R0006.pdf
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- Solicitation number
- W912EE24R0006
About this file
This document is a solicitation from the U.S. Army Corps of Engineers Vicksburg District for the Mississippi River, RM 414.5, FC/MR&T, Channel Improvement, Togo Island Bendway Weirs project. The work consists of furnishing all plant, labor, materials, and equipment needed to perform the Togo Island Bendway Weirs construction. The solicitation is unrestricted under NAICS code 237990 - Other Heavy and Civil Engineering Construction, with a $45.0M small business size standard. The key features of the work include mobilization/demobilization and furnishing, delivering, and placing Graded Stone "A". The solicitation number is W912EE24R0006 and the location is the Mississippi River, River Mile 414.5.
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-24-X-XXXX
MMMM YYYY
W912EE-24-R-0006
MISSISSIPPI RIVER, RM 414.5
FC/MR&T, CHANNEL IMPROVEMENT
TOGO ISLAND BENDWAY WEIRS
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INDEX TO DRAWINGS
SHEET NUMBER TITLE 1 TITLE 2
G-101 COVER SHEET
C-101 OVERALL PLAN MAP
C-102 BENDWAY WEIR 1 PLAN AND PROFILE
C-103 BENDWAY WEIR 2 PLAN AND PROFILE
C-104 BENDWAY WEIR 3 PLAN AND PROFILE
C-105 BENDWAY WEIR 4 PLAN AND PROFILE
C-301 BENDWAY WEIR 1 CROSS SECTIONS
C-302 BENDWAY WEIR 1 CROSS SECTIONS
C-310 BENDWAY WEIR 2 CROSS SECTIONS
C-311 BENDWAY WEIR 2 CROSS SECTIONS
C-320 BENDWAY WEIR 3 CROSS SECTIONS
C-321 BENDWAY WEIR 3 CROSS SECTIONS
C-322 BENDWAY WEIR 3 CROSS SECTIONS
C-330 BENDWAY WEIR 4 CROSS SECTIONS
C-331 BENDWAY WEIR 4 CROSS SECTIONS
C-332 BENDWAY WEIR 4 CROSS SECTIONS
C-501 TYPICAL SECTION FOR BENDWAY WEIRS
MISSISSIPPI RIVER
FLOW
TOGO ISLAND DIKE 3
TO
G
O
ISLAND DIKE 2
TOGO ISLAND BENDWAY WEIR 1
TOGO ISLAND BENDWAY WEIR 2
TOGO ISLAND BENDWAY WEIR 3
TOGO ISLAND BENDWAY WEIR 4
TOGO ISLAND REVETMENT
PO
INT PLEASENT REVETM
ENT
MRCR 59
N: 958783.7492 E: 2055973.1644
ELEVATION: 73 FT
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A1 OVERALL PLAN MAP
SCALE: 1" = 500' 0 500' 1000'
N
1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
HARN 2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT
PHYSICALLY LOCATED IN THE FIELD. THE CONTRACTOR WILL BE
REQUIRED TO ESTABLISH THESE POINTS IF NECESSARY TO
CONSTRUCT THE PROJECT.
6. MRCR 59 N:958783.7492 E:2055973.1644 ELEVATION: 73 FT.
NOTES
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
-4
-4
-40
-40 -4
-4
-30-3
-3
-3
-3
-30
-3
-3
-2
-2
-20
-20
-2
-2
-10
-10
-1
-10-10-10
-10
-1
101010
303030
40 40
BEGIN BENDWAY WEIR
CONSTRUCTION
N: 958262.23 E: 2058011.82
STA. 1+38.62
END BENDWAY WEIR
CONSTRUCTION
N: 957928.08 E: 2058710.48
STA. 8+90.51
N: 958314.88 E: 2057901.75
N: 957883.41 E: 2058803.87
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG BENDWAY WEIR CENTERLINE
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
STA. 8+00.00
EL. 20.00TIE TO EXISTING REVETMENT
1V:5H
TIE TO EXISTING GROUND
EXISTING GROUND
LWRP = -20
CONSTRUCT 20' CROWN WIDTH
STA. 1+38.62
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1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
HARN 2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT
PHYSICALLY LOCATED IN THE FIELD. THE CONTRACTOR WILL BE
REQUIRED TO ESTABLISH THESE POINTS IF NECESSARY TO
CONSTRUCT THE PROJECT.
6. HYDROGRAPHIC SURVEYS ARE DATED FROM AUGUST 2022. THE AERIAL
IMAGERY WAS PROVIDED FROM BING MAPS WITHIN AUTOCAD; DATE
UNKNOWN.
NOTES
LEGEND
A STONE
DIKE LIMITS
D1 TOGO ISLAND BENDWAY WEIR 1 -- PLAN
SCALE: 1"=100'
N
A1 TOGO ISLAND BENDWAY WEIR 1 -- PROFILE
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
100' 200'0
100' 200'0
FLO
W
M
ISSISSIPPI R
IVER
ACM LIMITS
0 10' 20'
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
-4
-4
-40
-4
-3
-30
-30
-3
-3
-30
-20
-2
-2
-2
-2 0 -10
-10
-1
-1
-1
101010
202020
20 20
30 3030
303030
BEGIN BENDWAY WEIR
CONSTRUCTION
N: 957654.04 E: 2057230.60
STA. 1+19.29
N: 957928.08 E: 2058710.48
STA. 8+90.51
END BENDWAY WEIR
CONSTRUCTION
N: 957435.17 E: 2058092.76
STA. 9+92.42
N: 957359.98 E: 2058388.92
N: 957679.86 E: 2057128.89
FLO
W
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG BENDWAY WEIR CENTERLINE
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
STA. 9+00.00
EL. 20.00
TIE TO EXISTING REVETMENT
1V:5H
TIE TO EXISTING GROUND
EXISTING GROUND
LWRP = -20
CONSTRUCT 20' CROWN WIDTH
STA. 1+19.29
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1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
HARN 2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT
PHYSICALLY LOCATED IN THE FIELD. THE CONTRACTOR WILL BE
REQUIRED TO ESTABLISH THESE POINTS IF NECESSARY TO
CONSTRUCT THE PROJECT.
6. HYDROGRAPHIC SURVEYS ARE DATED FROM AUGUST 2022. THE AERIAL
IMAGERY WAS PROVIDED FROM BING MAPS WITHIN AUTOCAD; DATE
UNKNOWN.
NOTES
LEGEND
A STONE
DIKE LIMITS
D1 TOGO ISLAND BENDWAY WEIR 2 -- PLAN
SCALE: 1"=100'
N
A1 TOGO ISLAND BENDWAY WEIR 2 -- PROFILE
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
100' 200'0
100' 200'0
FLO
W
M
ISSISSIPPI R
IVER
-40 -4
-4
-40
-3
-3
-3
-3
-30
-30
-20-20
-2
-20
-20
-20 -20-2
-2
-2
-1
-10
-10
-1
-10
-1
0 00
202020
202020
30 3030 30
BEGIN BENDWAY WEIR
CONSTRUCTION
N: 956917.01 E: 2056513.72
STA. 0+63.03
END BENDWAY WEIR
CONSTRUCTION
N: 956767.90 E: 2057450.01
STA. 9+68.21
N: 956923.82 E: 2056470.97
N: 956719.37 E: 2057754.79
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG BENDWAY WEIR CENTERLINE
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
STA. 9+00.00
EL. 20.00
TIE TO EXISTING REVETMENT
1V:5H
TIE TO EXISTING GROUND
EXISTING GROUND
LWRP = -20
CONSTRUCT 20' CROWN WIDTH
STA. 0+63.03
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1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
HARN 2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT
PHYSICALLY LOCATED IN THE FIELD. THE CONTRACTOR WILL BE
REQUIRED TO ESTABLISH THESE POINTS IF NECESSARY TO
CONSTRUCT THE PROJECT.
6. HYDROGRAPHIC SURVEYS ARE DATED FROM AUGUST 2022. THE AERIAL
IMAGERY WAS PROVIDED FROM BING MAPS WITHIN AUTOCAD; DATE
UNKNOWN.
NOTES
LEGEND
A STONE
DIKE LIMITS
D1 TOGO ISLAND BENDWAY WEIR 3 -- PLAN
SCALE: 1"=100'
N
A1 TOGO ISLAND BENDWAY WEIR 3 -- PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1" = 10'
100' 200'0
100' 200'0
FLO
W
M
ISSISSIPPI R
IVER
-3
-30
-30-30 -20 -2
-2
-20
-2
-2
-10
-1
-1
-1
303030
BEGIN BENDWAY WEIR
CONSTRUCTION
N: 956184.65 E: 2055833.23
STA. 0+69.49
END BENDWAY WEIR
CONSTRUCTION
N: 956042.89 E: 2056679.89
STA. 9+04.06
N: 955978.76 E: 2057062.86
N: 956193.45 E: 2055780.71
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG BENDWAY WEIR CENTERLINE
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-50
-45
-40
-35
-30
-25
-20
-15
-10
-5
-1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00
STA. 8+00.00
EL. 20.00
TIE TO EXISTING REVETMENT
1V:5H
TIE TO EXISTING GROUND
EXISTING GROUND
LWRP = -20
CONSTRUCT 20' CROWN WIDTH
STA. 0+69.49
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J.
K
IN
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A.
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AL
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S, P
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D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
HARN 2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT
PHYSICALLY LOCATED IN THE FIELD. THE CONTRACTOR WILL BE
REQUIRED TO ESTABLISH THESE POINTS IF NECESSARY TO
CONSTRUCT THE PROJECT.
6. HYDROGRAPHIC SURVEYS ARE DATED FROM AUGUST 2022. THE AERIAL
IMAGERY WAS PROVIDED FROM BING MAPS WITHIN AUTOCAD; DATE
UNKNOWN.
NOTES
LEGEND
A STONE
DIKE LIMITS
D1 TOGO ISLAND BENDWAY WEIR 4 -- PLAN
SCALE: 1"=100'
N
A1 TOGO ISLAND BENDWAY WEIR 4 -- PROFILE
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 10'
100' 200'0
100' 200'0
FLO
W
M
ISSISSIPPI R
IVER
1+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
2+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
3+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
4+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
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EL
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NO WORK
FLOW FLOW
FLOW FLOW
SO
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C
IT
AT
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N
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B
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D
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C R
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B Y:
IS
SU
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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
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
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2E E-
-X
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XX
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W
2E E-
-R
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M M
M M
Y
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Y
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C
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BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-301
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 1 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
20' 40'0
40' 80'0
5+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
6+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
7+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
8+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
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EL
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2.
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NO WORK
FLOW
FLOW FLOW
FLOW
SO
LI
C
IT
AT
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N N
O
D
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IG
N
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B
Y:
D
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C R
IP
TI
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A
M
AR
K
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BM
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D B
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D
AT
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C O
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TR
AC
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D
B Y:
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B Y:
IS
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E D
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
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
X
W
2E E-
-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-302
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 1 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
2+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
3+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
4+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
5+00
-80
-70
-60
-50
-40
-30
-20
-10
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
O
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.0
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O
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2-1 .5:
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FLOW
FLOW
FLOW FLOW
SO
LI
C
IT
AT
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N N
O
D
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IG
N
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B
Y:
D
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C R
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TI
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A
M
AR
K
SI
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SU
BM
IT
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D B
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D
AT
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C O
N
TR
AC
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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
E D
AT
E:
SHEET ID
B
C
D
E
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
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
X
W
2E E-
-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-310
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 2 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
6+00
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
7+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
8+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
9+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
O
FF
.0
EL
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O
FF
.7
EL
. 2
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EL
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FLOW
FLOW
FLOW
FLOW
SO
LI
C
IT
AT
IO
N N
O
D
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IG
N
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B
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D
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C R
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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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TR
AC
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N O
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D
B Y:
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SU
E D
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
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
X
W
2E E-
-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-311
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 2 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
0+40
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
1+00
-50
-40
-30
-20
-10
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
2+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
3+00
-80
-70
-60
-50
-40
-30
-20
-10
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
O
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3.
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1 -1.5:1
NO WORK
FLOW
FLOW
FLOW
FLOW
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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N
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B
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D
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C R
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TI
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A
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SI
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D B
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D
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C O
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TR
AC
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N O
C
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D
B Y:
D R
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N
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IS
SU
E D
AT
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SHEET ID
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
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W
2E E-
-R
-0
M M
M M
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YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-320
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 3 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
4+00
-80
-70
-60
-50
-40
-30
-20
-10
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
5+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
6+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
7+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
O
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0.
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0.
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U .S
. A R
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PR
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M
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T M
IS
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C-321
BE
N
D W
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W
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C
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S
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TI
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S
T.
H
AS
SE
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, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 3 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
8+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
9+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
10+00
-60
-50
-40
-30
-20
-10
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
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FLOW
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D
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U .S
. A R
M Y
C O
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PS
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M M
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C
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BU
R G
, M S
C
LA
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ST
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T
VI
C
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BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
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W
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R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-322
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 3 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
0+30
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
1+00
-70
-60
-50
-40
-30
-20
-10
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
2+00
-80
-70
-60
-50
-40
-30
-20
-10
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
3+00
-90
-80
-70
-60
-50
-40
-30
-20
-10
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
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NO WORK
FLOW
FLOW FLOW
FLOW
SO
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C
IT
AT
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N N
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N
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B
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D
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C R
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TI
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K
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BM
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D
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C O
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AC
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N O
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IS
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E D
AT
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SHEET ID
B
C
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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
M Y
C O
R
PS
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G
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AN
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-R
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C
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ST
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D
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B
EN
D W
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W
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S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-330
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 4 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
4+00
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
5+00
-110
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
-110
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
6+00
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
7+00
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
-100
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
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1 -1.5:1
FLOW
FLOW FLOW
FLOW
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AT
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N N
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D
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IG
N
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B
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D
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C R
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TI
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A
M
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K
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D
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D
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IS
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SHEET ID
B
C
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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
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
X
W
2E E-
-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
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T
VI
C
KS
BU
R G
D
IS
TR
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IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-331
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 4 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
8+00
-90
-80
-70
-60
-50
-40
-30
-20
-10
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
9+00
-90
-80
-70
-60
-50
-40
-30
-20
-10
-90
-80
-70
-60
-50
-40
-30
-20
-10
0 50 100 150 2000-50-100-150-200
EL
. 2
0.
O
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.6
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6.
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. 5 0.
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EL
. 0
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FF
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EL
1.
O
FF
.8
EL
. 0
.0 O
FF
. 1
0.
-1 .5:
NO WORK
FLOW
FLOW
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
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B
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D
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C R
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TI
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D
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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
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
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XX
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W
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-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
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T
VI
C
KS
BU
R G
D
IS
TR
O
IS
LA
N D
B
EN
D W
AY
W
EI
R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.5
AS ADVERTISED
C-332
BE
N
D W
AY
W
EI
R
C
R O
SS
S
EC
TI
O N
S
T.
H
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR 4 - CROSS SECTIONS
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=20'
EXISTING GROUND
20.00 FT 10.00 FT
1V:1.5H
VA
R
IE
S
1V:1.5H
MINIMUM BENDWAY WEIR SECTION
ACCEPTABLE BENDWAY WEIR SECTION
3.
F T
1.
F T
UPSTREAM DOWNSTREAM
FLOW FLOW
SO
LI
C
IT
AT
IO
N N
O
D
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IG
N
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B
Y:
D
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C R
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TI
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A
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K
SI
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BM
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D
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C O
N
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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
E
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
O F
EN
G
IN
EE
R S
AN
SI
D
W
2E E-
-X
-X
XX
X
W
2E E-
-R
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
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T
VI
C
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BU
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D
IS
TR
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LA
N D
B
EN
D W
AY
W
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R
S
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
C-501
TY
PI
C
AL
S
EC
TI
O
N F
O R
BE
N
D W
AY
W
EI
R
S
AS
SE
LL
, P
.E
J.
K
IN
G
A.
V
AL
LE
S, P
.E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL SECTION SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH.
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88.
5. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
A STONE
A1 BENDWAY WEIR TYPICAL SECTION
NOT TO SCALE
| Sheets and Views |
| G-101 |
| Sheet 1 |
| C-101 |
| Sheet 1 |
| C-102 |
| Sheet 1 |
| C-103 |
| Sheet 1 |
| C-104 |
| Sheet 1 |
| C-105 |
| Sheet 1 |
| C-301 |
| Sheet 1 |
| C-302 |
| Sheet 1 |
| C-310 |
| Sheet 1 |
| C-311 |
| Sheet 1 |
| C-320 |
| Sheet 1 |
| C-321 |
| Sheet 1 |
| C-322 |
| Sheet 1 |
| C-330 |
| Sheet 1 |
| C-331 |
| Sheet 1 |
| C-332 |
| Sheet 1 |
| C-501 |
| Sheet 1 |
File details come from the government source that posted it. Updated .