MOCCASIN BEND - Riverbank Protection Project Station 10900 to 8600 - Plans (Certified Final D_.pdf
PDF 23 MB Posted
- Attached to
- Moccasin Bend Bank Stabilization
- Solicitation number
- W912P522B0005
About this file
This document outlines a federal contract opportunity for bank stabilization work on the Tennessee River. The U.S. Army Corps of Engineers Nashville District is soliciting bids for construction activities including the barge delivery and placement of approximately 16,000 tons of riprap and aggregate, and 13,600 square yards of geotextile fabric for bank stabilization along 2,000 feet of riverbank. The scope of work also involves 3,000 cubic yards of soil fill, 2,200 square yards of geogrid, and tree and shrub planting. Peripheral tasks include limited excavation, clearing, debris and material removal via barge, and temporary erosion control measures. Award of the contract is contingent upon execution of a Memorandum of Agreement between the Corps and local Native American Tribes regarding the project work area. Interested bidders should review the attached solicitation, technical plans, and specifications. The point of contact for any questions is identified in the solicitation.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
®of Engineers
US Army Corps
Nashville District
Plans For
TENNESSEE RIVER WATERSHED
TENNESSEE RIVER
W912P5-22-B-0005
MOCCASIN BEND RIVERBANK
CHATTANOOGA, TENNESSEE
MOCCASIN BEND
STATION 109+00 TO 86+00
PROTECTION PROJECT REACH 2A
Chief, Engineering Construction Division
Benjamin L. Rohrbach, P.E.
USACE Nashville, District Engineer
Lt. Colonel, Joseph M. Sahl
Submitted:
Zachary D. Brock, E.I.
Chief, Civil Design Branch
Robert W. Baulsir III, P.E.
Approved:
(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.
designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.
(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration
Note:
Project Engineer
Approval Recommended:
Approval Recommended:
April 2022 Certified Final Documents - RTA
N o
X s h e e t_ s e e d .d g n
A
S H
V
IL
L E T
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
DRAWING NUMBER DESCRIPTION
SHEET INDEX
VICINITY MAP AND PROJECT LOCATION
SITE PLAN
T E
N N
E S
S E
E R
IV
E R W
A T
E R
S H
E D
T E
N N
E S
S E
E R
IV
E R
M O
C C
A S
IN
B
E N
D
M o c c a s in B e n d
R iv e rb a n k P ro te c ti o n
In d e x o f
D ra w in g s
CROSS SECTIONS STA 108+50 - 102+00
CROSS SECTIONS STA 101+00 - 93+00
TOE TRENCH DETAILS
CROSS SECTIONS STA 92+00 - 86+50
NASHVILLE
FLORENCE
CHATTANOOGA
HUNTSVILLE
Decatur
A L A B A M A
VICINITY MAP
GADSDEN
G A.
T E
N N E S S E E
R
IV
E R
T E N N E S S E E
M S.
SCALE: 1" = 20 MILES
20 0 20
ALT.
I-65
I-24
I-40
I-40
N
PROJECT
LOCATION
TYPICAL PLANTING SCHEMATIC AND SECTION (FOR INFORMATION ONLY)
64/40
02-MB-64/40
02-MB-64/41
02-MB-64/42
02-MB-64/43
02-MB-64/44
02-MB-64/45
02-MB-64/46
02-MB-64/26.1
Z A
C H B
R O
C K
S M
T
B E
N J
A M
IN
L
R O
H R
B A
C H
A N
S I
D
A P
R
IL
K F P
W P -2
-B -0
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D
C
A
B
1 2 3 4 5
®of Engineers
US Army Corps
Nashville District of Engineers
US Army Corps
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e e e t_ s e e d .d g
S H
V
IL
L E T
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40'10'0 20'
SCALE: 1" = 20'
T E
N N
E S
S E
E R
IV
E R W
A T
E R
S H
E D
T E
N N
E S
S E
E R
IV
E R
M O
C C
A S
IN
B
E N
D
M o c c a s s in B e n d
R iv e rb a n k P ro te c ti o n
C ro s s S e c ti o n s S ta
635 AND 637 FEET
WATER ELEVATION BETWEEN
E
L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
102+00
E L E
V A
T
IO
N
104+00
105+00
106+00
107+00
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
103+00
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
108+00
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
108+50
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
TOP OF BANK EL. 645.48
TOP OF BANK EL. 647.33
TOP OF BANK EL. 640.43
TOP OF BANK EL. 648.43
TOP OF BANK EL. 648.35
TOP OF BANK EL. 650.46
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
NOTES:
LEGEND:
RIPRAP
SOIL
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
SOIL WITH BIOREMEDIATION
TOP OF BANK EL. 650.06
GEO GRID
GEO GRID
GEO GRID
(SEE DETAIL SHEET)
CHOKE STONE
GEO GRID
SOIL WITH BIOREMEDIATION
GEO GRID
(SEE DETAIL SHEET)
CHOKE STONE
SOIL WITH BIOREMEDIATION
TOP OF BANK EL. 6401.00
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
GEO GRID
OTHERWISE NOTED.
MAXIMUM SOIL SLOPE IS 2H:1V, UNLESS3.
2 FEET.
MINIMUM RIPRAP LAYER THICKNESS IS2.
UNLESS OTHERWISE NOTED.
MAXIMUM RIPRAP SLOPE IS 2H:1V (TYP)1.
64/43
K F P
Z A
C H B
R O
C K
S M
T
A N
S I
D
B E
N J
A M
IN
L
R O
H R
B A
C H
A P
R
IL
W P -2
-B -0
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D
C
A
B
1 2 3 4 5
®of Engineers
US Army Corps
Nashville District of Engineers
US Army Corps
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e e e t_ s e e d .d g
S H
V
IL
L E T
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40'10'0 20'
SCALE: 1" = 20'
T E
N N
E S
S E
E R
IV
E R W
A T
E R
S H
E D
T E
N N
E S
S E
E R
IV
E R
M O
C C
A S
IN
B
E N
D
M o c c a s s in B e n d
R iv e rb a n k P ro te c ti o n
635 AND 637 FEET
WATER ELEVATION BETWEEN
EXISTING GROUND
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
TOP OF BANK EL. 641.50
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
94+00
E L E
V A
T
IO
N
95+00
96+00
98+00
99+00
100+00
101+00
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TOP OF BANK EL. 641.00
TOP OF BANK EL. 648.92
TOP OF BANK EL. 648.80
TOP OF BANK EL. 645.00
TOP OF BANK EL. 641.00
TOP OF BANK EL. 648.00
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
EL. 625.00
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
C ro s s S e c ti o n s S ta
1.5H:1V1.5H:1V
NOTES:
LEGEND:
RIPRAP
SOIL
CHOKE STONE
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
GEO GRID
GEO GRID
GEO GRID
GEO GRID
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
EXISTING GROUND
635 AND 637 FEET
WATER ELEVATION BETWEEN
TOP OF BANK EL. 649.70
E
L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
(SEE DETAIL SHEET)
CHOKE STONE
SOIL WITH BIOREMEDIATION
93+00
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
OTHERWISE NOTED.
MAXIMUM SOIL SLOPE IS 2H:1V, UNLESS3.
2 FEET.
MINIMUM RIPRAP LAYER THICKNESS IS2.
UNLESS OTHERWISE NOTED.
MAXIMUM RIPRAP SLOPE IS 2H:1V (TYP)1.
64/44
K F P
Z A
C H B
R O
C K
S M
T
A N
S I
D
B E
N J
A M
IN
L
R O
H R
B A
C H
A P
R
IL
W P -2
-B -0
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D
C
A
B
1 2 3 4 5
®of Engineers
US Army Corps
Nashville District of Engineers
US Army Corps
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e e e t_ s e e d .d g
S H
V
IL
L E T
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
40'10'0 20'
SCALE: 1" = 20'
T E
N N
E S
S E
E R
IV
E R W
A T
E R
S H
E D
T E
N N
E S
S E
E R
IV
E R
M O
C C
A S
IN
B
E N
D
M o c c a s s in B e n d
R iv e rb a n k P ro te c ti o n
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
635 AND 637 FEET
WATER ELEVATION BETWEEN
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TOP OF BANK EL. 647.89
TOP OF BANK EL. 649.21
TOP OF BANK EL. 649.38
TOP OF BANK EL. 648.10
TOP OF BANK EL. 648.10
TOP OF BANK EL. 641.00
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
CHOKE STONE
C ro s s S e c ti o n s S ta
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
86+50
E L E
V A
T
IO
N
87+00
88+00
89+00
90+00
91+00
92+00
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150-10-20-30-40-50
E L E
V A
T
IO
N
TOP OF BANK EL. 646.52
NOTES:
LEGEND:
RIPRAP
SOIL
CHOKE STONE
GEO GRID
GEO GRID
GEO GRID
GEO GRID
(SEE DETAIL SHEET)
CHOKE STONE
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
GEO GRID
SOIL WITH BIOREMEDIATION
GEO GRID
SOIL WITH BIOREMEDIATION
(SEE DETAIL SHEET)
CHOKE STONE
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
(SEE DETAIL SHEET)
TOE TRENCH
OTHERWISE NOTED.
MAXIMUM SOIL SLOPE IS 2H:1V, UNLESS3.
2 FEET.
MINIMUM RIPRAP LAYER THICKNESS IS2.
UNLESS OTHERWISE NOTED.
MAXIMUM RIPRAP SLOPE IS 2H:1V (TYP)1.
64/45
A P
R
IL
A N
S I
D
B E
N J
A M
IN
L
R O
H R
B A
C H
K F P
Z A
C H B
R O
C K
S M
T W
P -2
-B -0
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D
C
A
B
1 2 3 4 5
®of Engineers
US Army Corps
Nashville District of Engineers
US Army Corps
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e e e t_ s e e d .d g
S H
V
IL
L E T
N
N A
S H
V
IL
L E D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
M o c c a s in B e n d
R iv e rb a n k P ro te c ti o n
T E
N N
E S
S E
E R
IV
E R W
A T
E R
S H
E D
T E
N N
E S
S E
E R
IV
E R
M O
C C
A S
IN
B
E N
D
T o e T re n c h D e ta il s
TOP OF BANK
3'-0"
NON-WOVEN GEOTEXTILE
AVG. SIZE - 95 LBS.
MAX. SIZE - 365 LBS.
QUARRY-RUN STONE
2'-0"
4'
2' 8"
NOT TO SCALE
TOE TRENCH DETAIL
NOT TO SCALE
TYPICAL SECTION DETAIL
NOT TO SCALE
DETAIL "A"
(SEE SPEC SECTION 35 31 19)
CHOKE STONE 1' THICK
(SEE SPEC SECTION 31 05 19. 13)
NONWOVEN GEOTEXTILE
(SEE SPEC SECTION 32 92 19)
SEEDING AND EROSION CONTROL BLANKET
(SEE SPEC SECTION 31 32 19.13)
GEOGRID REINFORCEMENT
SEE TOE TRENCH DETAIL
SEE DETAIL "A"
(SEE SPEC SECTION 35 31 19)
RIPRAP (2' MINIMUM THICKNESS)
1.5
EL. 640
EXISTING GROUND
EXISTING GROUND
3'-0"
3'-0" (MIN.)
2'-0" (MIN.)
2'-0" (MIN.)
EL. 644
(SEE SPEC SECTION 31 23 00.00 20))
SOIL FILL ((OUTER 0.5' LAYER MIXED W/ TOPSOIL)
3'-0" (TYP.)
1'-0" (MIN.)
NOTES:
(SEE NOTE 1)
108+00.00
107+00.00
105+00.00
103+00.00
102+00.00
101+00.00
100+00.00
98+00.00
96+00.00
95+00.00
94+00.00
93+00.00
88+00.00
87+00.00
86+50.00
1.5H:1V
OF TOE TRENCH
LANDWARD SIDE
1.5H:1V
SOIL FILL
FILL
NO SOIL
1' WIDE
RIPRAP BENCH
DEVIATIONS FROM TYPICAL DESIGN PARAMETERS
TABLE 1
SECTION
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES YES
64/46
EL. 628
MID BENCH = 3'
TOE AT 625'
RIPRAP 1.5H:1V
IS NO INTERMEDIATE BENCH AT THIS SECTION.
APPLICABLE TO STATION 88+00. RIPRAP SLOPE IS STILL 2H:1V AND THERE
THE TOE AT ELEVATION 625' IS THE ONLY DEVIATION IN THE LAST COLUMN 1.
K F P
Z A
C H B
R O
C K
S M
T
A P
R
IL
A N
S I
D
B E
N J
A M
IN
L
R O
H R
B A
C H
W P -2
-B -0
IS
S
U E D
A T
E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D
C
A
B
1 2 3 4 5
®of Engineers
US Army Corps
Nashville District of Engineers
US Army Corps
P lo t T im e
P lo t
D a te
F il e N a m e
T im e
D a te
F il e
FOR INFORMATION ONLY
| MOCASSIN BEND - Riverbank Protection Project Station 109+00 to 86+00 - Plans (50% Review) |
| MOCASSIN BEND-Protection Cover Sheet |
File details come from the government source that posted it. Updated .