0003_Solicitation.Drawings.26BA001.pdf
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- Attached to
- Tate County, Mississippi, Mississippi Delta Headwaters Project, Bank Stabilization 17-01
- Solicitation number
- W912EE26BA001
About this file
These documents are construction design drawings for the Mississippi Delta Headwaters Project's Bank Stabilization 17-01 contract, prepared by the U.S. Army Corps of Engineers Vicksburg District. The project involves four grade control structures located in Tate County, Mississippi, designed to stabilize stream banks and control erosion. The structures will be constructed using R-650 stone, with each structure having varying dimensions, elevations, and slopes, ranging from 40-45 feet wide with minimum elevations between 286-299 feet. The design includes detailed cross-sections, typical section views, right-of-way limits, and storm water pollution prevention plan details, with careful consideration for existing ground conditions and environmental protection measures.
The project drawings specify precise technical requirements, including 1V:20H and 1V:2H slope ratios, minimum 3-foot base elevations, and excavation/backfill specifications. Access roads and 50' by 50' stockpile areas are planned for each structure. The coordinate system uses NAD83(2011) Mississippi West Zone, with elevations referenced to NAVD 88. The design documents emphasize environmental considerations, such as limiting clearing and grubbing to necessary areas and implementing erosion control best management practices. The project's right-of-way limits are precisely mapped using state plane coordinate system, with multiple reference points detailed in the tabulation table.
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-26-B-A001
W912EE-26-C-XXXX
MMMM YYYY
TATE COUNTY, MISSISSIPPI
MISSISSIPPI DELTA HEADWATERS PROJECT
BANK STABILIZATION 17-01
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE SHEET DESCRIPTION
G-001 COVER SHEET COVER SHEET
G-002 GRADE CONTROL STRUCTURES 1,2,3,&4 VICINITY MAP
C-101 GRADE CONTROL STRUCTURE 1 PLAN AND PROFILE
C-102 GRADE CONTROL STRUCTURE 2 PLAN AND PROFILE
C-103 GRADE CONTROL STRUCTURE 3 PLAN AND PROFILE
C-104 GRADE CONTROL STRUCTURE 4 PLAN AND PROFILE
C-301 GRADE CONTROL STRUCTURE 1 CROSS SECTIONS
C-302 GRADE CONTROL STRUCTURE 1 CROSS SECTIONS
C-303 GRADE CONTROL STRUCTURE 1 CROSS SECTIONS
C-310 GRADE CONTROL STRUCTURE 2 CROSS SECTIONS
C-311 GRADE CONTROL STRUCTURE 2 CROSS SECTIONS
C-312 GRADE CONTROL STRUCTURE 2 CROSS SECTIONS
C-320 GRADE CONTROL STRUCTURE 3 CROSS SECTIONS
C-321 GRADE CONTROL STRUCTURE 3 CROSS SECTIONS
C-330 GRADE CONTROL STRUCTURE 4 CROSS SECTIONS
C-331 GRADE CONTROL STRUCTURE 4 CROSS SECTIONS
C-332 GRADE CONTROL STRUCTURE 4 CROSS SECTIONS
C-501 GRADE CONTROL STRUCTURES 1,2,& 3 TYPICAL DETAIL
C-502 GRADE CONTROL STRUCTURE 4 TYPICAL DETAIL
C-503 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAIL
R-101 GRADE CONTROL STRUCTURE 1 ROW LIMITS
R-102 GRADE CONTROL STRUCTURES 2 & 3 ROW LIMITS
R-103 GRADE CONTROL STRUCTURE 4 ROW LIMITS
R-601 GRADE CONTROL STRUCTURES 1,2,3 & 4 ROW TABULATION TABLE
FLOW
0+
1+ 00 1+
.4
BEGIN CONSTRUCTION
TIE TO EXISTING GROUND
N: 1860812.78 E: 2451361.73
END CONSTRUCTION
TIE TO EXISTING GROUND
N: 1860880.45 E: 2451291.31
TIE TO EXISTING GROUND
NEW TOP BANK
TOP OF ROCK
TOP OF ROCK
NEW TOP BANK
TIE TO EXISTING GROUND
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW STRUCTURE CENTERLINE
-0+50 0+00 0+50 1+00 1+50
STA. 0+31.62
EL. 271.65
STA. 0+45.00
EL. 275.00
STA. 0+55.00
EL. 275.00
STA. 1+32.42
EL. 271.13
10'
STA. 0+31.62
EL. 268.00
STA. 1+32.42
EL. 268.00
EXISTING GROUND
1V:20H1V:4H
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1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
3. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
4. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
NOTES
LEGEND
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
D1 GRADE CONTROL STRUCTURE-1-PLAN
SCALE: 1"=20'
N
A1 GRADE CONTROL STRUCTURE-1-PROFILE VIEW
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
20' 40'0
275275
FLOW
0+ 00 1+
00 1+
.1
END CONSTRUCTION
TIE TO EXISTING GROUND
N: 1858309.15 E: 2453150.85
BEGIN CONSTRUCTION
TIE TO EXISTING GROUND
N: 1858239.76 E: 2453199.08
TIE TO EXISTING GROUND
NEW TOP BANK
TIE TO EXISTING GROUND
TOP OF ROCK
TOP OF ROCK
NEW TOP BANK
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW STRUCTURE CENTERLINE
-0+50 0+00 0+50 1+00 1+50 2+00
STA. 0+53.81
EL. 276.43
STA. 0+64.00
EL. 279.00
STA. 0+74.00
EL. 279.00 STA. 1+38.64
EL. 275.77
STA. 0+53.81
EL. 272.00
STA. 1+38.64
EL. 272.00
10'
EXISTING GROUND
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1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
3. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
4. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
NOTES
LEGEND
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
D1 GRADE CONTROL STRUCTURE-2-PLAN
SCALE: 1"=20'
N
A1 GRADE CONTROL STRUCTURE-2-PROFILE VIEW
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
0+ 00 1+
00 1+
.7
FLOW
END CONSTRUCTION
TIE TO EXISTING GROUND
N: 1857121.39 E: 2454744.24
BEGIN CONSTRUCTION
TIE TO EXISTING GROUND
N: 1857056.99 E: 2454856.75
TIE TO EXISTING GROUND
NEW TOP BANK
TOP OF ROCK
TOP OF ROCK
NEW TOP BANK
TIE TO EXISTING GROUND
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW STRUCTURE CENTERLINE
-0+50 0+00 0+50 1+00 1+50 2+00
10'
STA. 0+08.57
EL. 278.19
STA. 0+27.80
EL. 283.00 STA. 0+37.80
EL. 283.00
STA. 1+42.47
EL. 277.77
STA. 1+42.47
EL. 274.00
STA. 0+08.57
EL. 274.00
EXISTING GROUND
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2. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
3. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
4. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
NOTES
LEGEND
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
D1 GRADE CONTROL STRUCTURE-3-PLAN
SCALE: 1"=20'
N
A1 GRADE CONTROL STRUCTURE-3-PROFILE VIEW
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
300300
FLOW
0+
1+
1+
.0
BEGIN CONSTRUCTION
TIE TO EXISTING GROUND
N: 1855972.29 E: 2457298.13
END CONSTRUCTION
TIE TO EXISTING GROUND
N: 1856004.96 E: 2457242.78
TIE TO EXISTING GROUND
NEW TOP BANK
TOP OF ROCK
TOP OF ROCK
NEW TOP BANK
TIE TO EXISTING GROUND
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW STRUCTURE CENTERLINE
-0+50 0+00 0+50 1+00 1+50 2+00
10'
STA. 0+36.14
EL. 282.92
STA. 1+01.51
EL. 285.05
STA. 0+52.45
EL. 287.00
STA. 0+62.45
EL. 287.00
STA. 1+01.51
EL. 280.00
STA. 0+36.14
EL. 280.00
EXISTING GROUND
SO
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1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
3. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
4. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
NOTES
LEGEND
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
D1 GRADE CONTROL STRUCTURE-4-PLAN
SCALE: 1"=20'
N
A1 GRADE CONTROL STRUCTURE-4-PROFILE VIEW
HORIZONTAL SCALE: 1"=20'
VERTICAL SCALE: 1"=10'
GRADE CONTROL STRUCTURE 1
GRADE CONTROL STRUCTURE 2
GRADE CONTROL STRUCTURE 3
CROCKETT ROAD
JAMES WOLF CREEK
JAMES WOLF CREEK
JAMES WOLF CREEK
HICKAHALA CREEK
HIGHWAY 4
TATE COUNTY MISSISSIPPI
FLO
W
FLOW
EXISTING LOW DROP STRUCTURE
ACCESS POINT FOR
GCS 1 & 2
N: 1861881.93 E: 2451067.13
ACCESS POINT FOR
GCS 3 & 4
N:1856774.94 E:2459274.09
GRADE CONTROL STRUCTURE 4
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SCALE: 1"=1,000'
0+26
0 50 1000-50-100
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LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-301
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 1 - CROSS SECTIONS
SCALE: 1"=20' 20' 40'0
0+70
0 50 1000-50-100
EL
. 2
.4
EL
. 2
.0
O
FF
.7
EL
. 2
.6
O
FF
.0
EL
. 2
.4
EL
. 2
.0
O
FF
. 4 3.
EL
. 2
.3
O
FF
. 6 2.
20.0:1
2.0:1
20.0:1
2.0:1
0+80
0 50 1000-50-100
EL
. 2
.9
EL
. 2
.0
O
FF
.7
EL
. 2
.7
O
FF
.2
EL
. 2
.9
EL
. 2
.0
O
FF
. 4 4.
EL
. 2
.5
O
FF
. 6 3.
20.0:1
2.0:1
20.0:1
2.0:1
0+90
0 50 1000-50-100
EL
. 2
.4
EL
. 2
.0
O
FF
.7EL
. 2
.9
O
FF
.6
EL
. 2
.4
EL
. 2
.0
O
FF
. 4 5.
EL
. 2
.5
O
FF
. 6 4.
20.0:1
2.0:1
20.0:1
2.0:1
1+00
0 50 1000-50-100
EL
. 2
.9
EL
. 2
.0
O
FF
.7EL
. 2
.8
O
FF
.3
EL
. 2
.9
EL
. 2
.0
O
FF
. 4 6.
EL
. 2
.2
O
FF
. 6 5.
20.0:1
2.0:1
20.0:1
2.0:1NO WORK
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
K
SI
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SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-302
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
1+10
0 50 1000-50-100
EL
. 2
.4
EL
. 2
.0
O
FF
.7EL
. 2
.8
O
FF
.3
EL
. 2
.4
EL
. 2
.0
O
FF
. 4 7.
EL
. 2
.0
O
FF
. 6 3.
20.0:1
2.0:1
20.0:1
2.0:1
1+20
0 50 1000-50-100
EL
. 2
.9
EL
. 2
.0
O
FF
.7EL
. 2
.4
O
FF
.6
EL
. 2
.9
EL
. 2
.0
O
FF
. 4 8.
EL
. 2
.0
O
FF
. 6 4.
20.0:1
2.0:1
20.0:1
2.0:1
1+30
0 50 1000-50-100
EL
. 2
.4
EL
. 2
.0
O
FF
.7EL
. 2
.0
O
FF
.7
EL
. 2
.4
EL
. 2
.0
O
FF
. 4 9.
EL
. 2
.8
O
FF
. 6 7.
20.0:1
2.0:1
20.0:1
2.0:1
1+40
0 50 1000-50-100
NO WORK
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-303
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
0+60
0 50 100 1500-50-100
EL
. 2
.1
EL
. 2
.0
O
FF
. 4 0.
2 EL
. 2
.0
O
FF
. 5 2.
EL
. 2
.1
EL
. 2
.0
O
FF
.2
EL
. 2
.6
O
FF
.4
20.0:1
2.0:1
20.0:1
2.0:1
0+70
0 50 100 1500-50-100
EL
. 2
.1
EL
. 2
.0
O
FF
. 3 8.
2 EL
. 2
.0
O
FF
. 5 0.
EL
. 2
.1
EL
. 2
.0
O
FF
.2
EL
. 2
.6
O
FF
.4
20.0:1
2.0:1
20.0:1
2.0:1
0+80
0 50 100 1500-50-100
EL
. 2
.8
EL
. 2
.0
O
FF
. 3 8.
8 EL
. 2
.0
O
FF
. 5 0.
EL
. 2
.8
EL
. 2
.0
O
FF
.8
EL
. 2
.3
O
FF
.5
20.0:1
2.0:1
20.0:1
2.0:1
0+50
0 50 100 1500-50-100
NO WORK
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-310
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 2 - CROSS SECTIONS
0+90
0 50 100 1500-50-100
EL
. 2
.3
EL
. 2
.0
O
FF
. 3 9.
8 EL
. 2
.0
O
FF
. 5 1.
EL
. 2
.3
EL
. 2
.0
O
FF
.8
EL
. 2
.3
O
FF
.4
20.0:1
2.0:1
20.0:1
2.0:1
1+00
0 50 100 1500-50-100
EL
. 2
.8
EL
. 2
.0
O
FF
. 4 0.
8 EL
. 2
.0
O
FF
. 5 2.
EL
. 2
.8
EL
. 2
.0
O
FF
.8
EL
. 2
.7
O
FF
.3
20.0:1
2.0:1
20.0:1
2.0:1
1+10
0 50 100 1500-50-100
EL
. 2
.3
EL
. 2
.0
O
FF
. 4 1.
8 EL
. 2
.0
O
FF
. 5 3.
EL
. 2
.3
EL
. 2
.0
O
FF
.8
EL
. 2
.1
O
FF
.0
20.0:1
2.0:1
20.0:1
2.0:1
1+20
0 50 100 1500-50-100
EL
. 2
.8
EL
. 2
.0
O
FF
. 4 2.
8 EL
. 2
.0
O
FF
. 5 4.
EL
. 2
.8
EL
. 2
.0
O
FF
.8
EL
. 2
.0
O
FF
.8
20.0:1
2.0:1
20.0:1
2.0:1
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-311
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
1+30
0 50 100 1500-50-100
EL
. 2
.3
EL
. 2
.0
O
FF
. 4 3.
8 EL
. 2
.0
O
FF
. 5 5.
EL
. 2
.3
EL
. 2
.0
O
FF
.8
EL
. 2
.8
O
FF
.4
20.0:1
2.0:1
20.0:1
2.0:1
1+38
0 50 100 1500-50-100
EL
. 2
.9
EL
. 2
.0
O
FF
. 4 4.
6 EL
. 2
.0
O
FF
. 5 6.
EL
. 2
.9
EL
. 2
.0
O
FF
.6
EL
. 2
.1
O
FF
.9 20.0:1
2.0:1
20.0:1
2.0:1
1+50
0 50 100 1500-50-100
NO WORK
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-312
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
0+10
0 50 1000-50-100
0+20
0 50 1000-50-100
0+30
0 50 1000-50-100
0+40
0 50 1000-50-100
0+50
0 50 1000-50-100
0+60
0 50 1000-50-100
0+70
0 50 1000-50-100
EL
. 2
.7
EL
. 2
.0
O
FF
.1EL
. 3
.5
O
FF
.1
EL
. 2
.7
EL
. 2
.0
O
FF
. 5 1.
1 EL
. 2
.8
O
FF
. 6 2.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.2
EL
. 2
.0
O
FF
.1EL
. 3
.0
O
FF
.1
EL
. 2
.2
EL
. 2
.0
O
FF
. 4 6.
1 EL
. 2
.8
O
FF
. 5 7.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.1
EL
. 2
.0
O
FF
.2EL
. 3
.0
O
FF
.2
EL
. 2
.1
EL
. 2
.0
O
FF
. 4 2.
2 EL
. 2
.8
O
FF
. 5 3.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.0
EL
. 2
.0
O
FF
.5EL
. 3
.0
O
FF
.5
EL
. 2
.0
EL
. 2
.0
O
FF
. 4 2.
5 EL
. 2
.8
O
FF
. 5 4.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.5
EL
. 2
.0
O
FF
.5EL
. 3
.4
O
FF
.3
EL
. 2
.5
EL
. 2
.0
O
FF
. 4 3.
5 EL
. 2
.8
O
FF
. 5 5.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.0
EL
. 2
.0
O
FF
.5EL
. 3
.3
O
FF
.2
EL
. 2
.0
EL
. 2
.0
O
FF
. 4 4.
5 EL
. 2
.8
O
FF
. 5 6.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.5
EL
. 2
.0
O
FF
.5EL
. 2
.8
O
FF
.1
EL
. 2
.5
EL
. 2
.0
O
FF
. 4 5.
5 EL
. 2
.8
O
FF
. 5 7.
20.0:1
2.0:1
20.0:1
2.0:1
NO WORK
0+00
0 50 1000-50-100
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-320
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 3 - CROSS SECTIONS
0+80
0 50 1000-50-100
0+90
0 50 1000-50-100
1+00
0 50 1000-50-100
1+10
0 50 1000-50-100
EL
. 2
.0
EL
. 2
.0
O
FF
.5EL
. 2
.7
O
FF
.9
EL
. 2
.0
EL
. 2
.0
O
FF
. 4 6.
5 EL
. 2
.8
O
FF
. 5 8.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.5
EL
. 2
.0
O
FF
.5EL
. 2
.7
O
FF
.8
EL
. 2
.5
EL
. 2
.0
O
FF
. 4 7.
5 EL
. 2
.8
O
FF
. 5 9.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.0
EL
. 2
.0
O
FF
.5EL
. 2
.8
O
FF
.0
EL
. 2
.0
EL
. 2
.0
O
FF
. 4 8.
5 EL
. 2
.8
O
FF
. 6 0.
20.0:1
2.0:1
20.0:1
2.0:1
EL
. 2
.5
EL
. 2
.0
O
FF
.5EL
. 3
.1
O
FF
.7
EL
. 2
.5
EL
. 2
.0
O
FF
. 4 9.
5 EL
. 2
.8
O
FF
. 6 1.
20.0:1
2.0:1
20.0:1
2.0:1
NO WORK
1+20
0 50 1000-50-100
EL
. 2
.0
EL
. 2
.0
O
FF
.5
EL
. 3
.4
O
FF
.2
EL
. 2
.0
EL
. 2
.0
O
FF
. 5 0.
5 EL
. 2
.8
O
FF
. 6 2.
20.0:1
2.0:1
20.0:1
2.0:1
1+30
0 50 1000-50-100
EL
. 2
.5
EL
. 2
.0
O
FF
.5EL
. 2
.6
O
FF
.6
EL
. 2
.5
EL
. 2
.0
O
FF
. 5 1.
5 EL
. 2
.8
O
FF
. 6 3.
20.0:1
2.0:1
20.0:1
2.0:1
1+50
0 50 1000-50-100
NO WORK
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-321
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 3 - CROSS SECTIONS
0+40
0 50 1000-50-100
0+50
0 50 1000-50-100
0+60
0 50 1000-50-100
EL
. 2
.6
EL
. 3
.0
O
FF
. 6 1.
1 EL
. 3
.0
O
FF
. 7 9.
EL
. 2
.6
EL
. 3
.0
O
FF
.1EL
. 3
.0
O
FF
.1 20.0:1
3.0:1
20.0:1
3.0:1
EL
. 2
.1
EL
. 3
.0
O
FF
. 5 3.
6 EL
. 3
.5
O
FF
. 7 0.
EL
. 2
.1
EL
. 3
.0
O
FF
.6EL
. 3
.0
O
FF
.6
20.0:1
3.0:1
20.0:1
3.0:1
EL
. 2
.8
EL
. 3
.0
O
FF
. 5 1.
8 EL
. 3
.5
O
FF
. 6 8.
EL
. 2
.8
EL
. 3
.0
O
FF
.8EL
. 3
.0
O
FF
.8
20.0:1
3.0:1
20.0:1
3.0:1
NO WORK
0+20
0 50 1000-50-100
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-330
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 4 - CROSS SECTIONS
0+70
0 50 1000-50-100
0+80
0 50 1000-50-100
0+90
0 50 1000-50-100
1+00
0 50 1000-50-100
EL
. 2
.4
EL
. 3
.0
O
FF
. 5 2.
9 EL
. 3
.5
O
FF
. 6 9.
EL
. 2
.4
EL
. 3
.0
O
FF
.9EL
. 3
.0
O
FF
.9
20.0:1
3.0:1
20.0:1
3.0:1
EL
. 2
.9
EL
. 3
.0
O
FF
. 5 4.
4 EL
. 3
.8
O
FF
. 7 1.
EL
. 2
.9
EL
. 3
.0
O
FF
.4EL
. 3
.0
O
FF
.4
20.0:1
3.0:1
20.0:1
3.0:1
EL
. 2
.4
EL
. 3
.0
O
FF
. 5 5.
9 EL
. 3
.3
O
FF
. 7 4.
EL
. 2
.4
EL
. 3
.0
O
FF
.9EL
. 3
.0
O
FF
.9
20.0:1
3.0:1
20.0:1
3.0:1
EL
. 2
.9
EL
. 3
.0
O
FF
. 5 7.
4 EL
. 3
.0
O
FF
. 7 5.
EL
. 2
.9
EL
. 3
.0
O
FF
.4EL
. 3
.0
O
FF
.4
20.0:1
3.0:1
20.0:1
3.0:1
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-331
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
1+10
0 50 1000-50-100
NO WORK
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
O U
N
TY
, M
IS
SI
SS
IP
PI
AS ADVERTISED
C-332
G R
AD
E
C O
N
TR
O L
ST
R
U C
TU
R
E
C R
O
SS
S
EC
TI
O
N S
J.
K
IN
G
J.
K
IN
G
Z.
L
YN
C
H
D .W
AL
LA
C E
NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
1V:20H
45'
WIDTH VARIES
3' M
IN
ELEVATION 294'
ELEVATION VARIES
TIE TO EXISTING GROUND
1V:20H
1V:2H 1V:2H
TIE TO EXISTING GROUND
ELEVATION 294'
ELEVATION 299.8'
3'M
IN.3'M
IN
1V:20H
40'
WIDTH VARIES
3' M
IN
ELEVATION 288'
ELEVATION 294'
ELEVATION VARIES
TIE TO
EXISTING GROUND
ELEVATION 288'
1V:20H
1V:2H
TIE TO EXISTING GROUND
3' M
IN
. 3' M
IN.
1V:2H
1V:20H
ELEVATION 286'
1V:20H
1V:2H 1V:2H
45'
WIDTH VARIES
3' M
IN
ELEVATION VARIES
TIE TO EXISTING GROUND
ELEVATION 286'
ELEVATION VARIES
TIE TO EXISTING GROUND
3' M
IN.3'
M
IN
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
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
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-
-B
-A
W
2E E-
-B
A-
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
IC
T
BA
N K
ST
AB
IL
IZ
AT
IO
N
7-
M
IS
SI
SS
IP
PI
D
EL
TA
H
EA
D
W
AT
ER
S
PR
O
JE
C
T
TA
TE
C
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AS ADVERTISED
C-501
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NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE- 1 -TYPICAL SECTION
SCALE: 1"=10'
A1 GRADE CONTROL STRUCTURE- 3 -TYPICAL SECTION
SCALE: 1"=10'
A1 GRADE CONTROL STRUCTURE- 2 -TYPICAL SECTION
SCALE: 1"=10'
ELEVATION 300'
1V:20H
30'
ELEVATION 300'
1V:20H
1V:3H
3' M
IN
3' M
IN
WIDTH VARIES
3' M
IN
TIE TO EXISTING GROUND ELEVATION VARIES
TIE TO EXISTING GROUNDELEVATION 306'
1V:3H
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U .S
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AS ADVERTISED
C-502
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NOTES
LEGEND
1. EXISTING GROUND SURVEY WAS COLLECTED IN SEPTEMBER 2024.
2. LIDAR DATA WAS COLLECTED IN 2018.CHANGE IN SITE CONDITIONS ARE
EXPECTED.
3. COORDINATE SYSTEM IS NAD83(2011) MISSISSIPPI WEST ZONE, ELEVATIONS
IN FEET, NAVD 88.
4. THE CONTRACTOR SHALL ONLY CLEAR AND GRUB WHAT IS NECESSARY TO
CONSTRUCT EACH STRUCTURE.
5. REFER TO SHEETS C-301 THROUGH C-361 FOR VARIOUS ELEVATIONS AND
WIDTH DIFFERENCES SHOWN ON TYPICAL SECTION SHEETS C-501, C-502
AND C-503.
6. THE DIMENSIONS OF THIS STRUCTURE MAY CHANGE BASED OFF THE
PRE-CONSTRUCTION SURVEY.
R 650 STONE
EXISTING GROUND
EXCAVATE/BACKFILL
EXCAVATION
A1 GRADE CONTROL STRUCTURE - 4 - TYPICAL SECTION
SCALE: 1"=10'
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD SURFACE PUBLIC ROAD
RUNOFF
FL
O
W
A
SCALE: NONE
A
PLAN
POINTS A SHOULD BE HIGHER THAN POINT B
B
9" (MAX. RECOMMENDED)
STORAGE HEIGHT.
SCALE: NONE
SILT SCREEN FENCE IN DRAINAGE
ELEVATION
SCALE: NONE
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SECTION
SILT SCREEN FENCE DETAILS
STEEL OR WOOD POST
EXTRA STRENGTH FILTER FABRIC REQUIRED
IF WIRE MESH SUPPORT IS NOT USED.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
FLOW
FLOW
FLOW
PLAN
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
3' (M
IN
2' (M
IN
4" x 4" TRENCH
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
AND BACKFILL WITH COMPACTED MATERIAL.
STEEL OR WOOD POST
(5' MIN. LENGTH)
FILTER FABRIC
ATTACH SECURELY TO UPSTREAM SIDE OF POST.
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
MAX. ABOVE GROUND)
NOTES:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE
SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL
NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED.
3. SILT SCREEN FENCE SHALL BE PLACED ALONG SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY.
DETAIL (DITCH CHECK)
WOOD STAKE AT TOE OF
SLOPE, BOTH SIDES
FLOW
A
A
WATTLE (12" OR 24") TO BE
PLACED IN "U" SHAPE
SEE ELEVATION DETAIL
FOR HEIGHT OF WATTLE ENDS
SCALE: NONE
EL. "A"
NOTE: END POINTS "A" MUST BE HIGHER
THAN FLOWLINE POINT "B"
WATTLE
DITCH
BOTTOM
EL. "B"
ELEVATION DETAIL
SCALE: NONE
HAY WATTLE DETAILS
7. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN
THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL
CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED
TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT
ALL TIMES. THE CONTRACTOR SHALL CONSIDER HIS WORK
OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO
DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION
MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE
AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS,
AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL
PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION
PREVENTION PLAN FOR ADDITIONAL REQUIREMENTS.
8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL
EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE
OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE
LANDSIDE TOE OF THE LEVEE.
9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE
UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED
ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING
OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON
THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE
CONTRACTING OFFICER.
10. MINIMUM RECOMMENDED PLACEMENT INTERVAL BETWEEN WATTLE DITCH
CHECK IS 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR EROSION CONTROL
PLAN APPROVED BY THE CONTRACTING OFFICER.
11. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A
MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE
A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED
WHEN NO LONGER NEEDED.
12. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.
13. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.
4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM
10 FOOT OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN.
5. THE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE
ADDITIONAL BASELINE STATIONING.
6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE
USED TO PUMP ALL EXCESS WATER FROM THE BORROW AREA AS DEEMED
NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY
PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF
DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM
THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM
OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL
BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN
EXISTING SOIL STABILITY.
VA
R
IE
S
(1 2"
O R
4"
FLOW
1.
5'
M
IN
SCALE: NONE
SECTION A-A
WATTLE
DITCH BOTTOM
WOOD STAKE
(DO NOT ANCHOR THROUGH NETTING)
LASH STAKES TOGETHER WITH
EITHER BALING TWINE OR
ALUMINUM WIRE
2"
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C-503
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© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS
TATE COUNTY, MS
FLOW
R/W
R/W R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R /W
R /W
R /W
50' by 50'
STOCKPILE AREA
50' ACCESS ROAD
R/W
R/W
R13
R14
R15
R16
GRADE CONTROL STRUCTURE 1
SO
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AS ADVERTISED
R-103
G R
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1. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD83 (HARN).
2. MEASUREMENTS ARE IN U.S. FEET.
3. AZIMUTHS ARE IN AZIMUTH NORTH.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
A1 BS 17-01 RIGHT OF WAY
SCALE: 1"=200' 400'0 200'
N
TATE COUNTY, MS
FLOW
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
50' by 50'
STOCKPILE AREA
50' by 50'
STOCKPILE AREA
50' ACCESS ROAD
50' ACCESS ROAD
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R /W
R/W
R/W
R/ W
R/ W
R/W
R/ W
R/ W
R/W
R17
R18
R19
R20
R21
R22
R23
R24
GRADE CONTROL STRUCTURE 2
GRADE CONTROL STRUCTURE 3
SO
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R-104
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1. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD83 (HARN).
2. MEASUREMENTS ARE IN U.S. FEET.
3. AZIMUTHS ARE IN AZIMUTH NORTH.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
A1 BS 17-01 RIGHT OF WAY
TATE COUNTY, MS
FLOW
R/ W
R/ W
R/W
R/ W
R/ W
R/ W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
50' by 50'
STOCKPILE AREA
50' ACCESS ROAD
50' ACCESS ROAD
50' ACCESS ROADR/W
R/W
R/W R/W
R25
R26
R27
R28
GRADE CONTROL STRUCTURE 4
SO
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R-105
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1. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD83 (HARN).
2. MEASUREMENTS ARE IN U.S. FEET.
3. AZIMUTHS ARE IN AZIMUTH NORTH.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
A1 BS 17-01 RIGHT OF WAY
PROJECT LIMITS
(US FT)
POINT NUMBER
R1
R2
R3
R4
R5
R6
R7
R8
R9
R10
R11
R12
R13
R14
R15
R16
R17
R18
R19
R20
R21
R22
R23
R24
R25
R26
R27
R28
NORTHING
1,870,372.42
1,870,459.39
1,870,290.66
1,870,202.82
1,867,991.82
1,868,183.77
1,868,092.45
1,867,933.65
1,865,239.08
1,865,422.56
1,865,329.54
1,865,154.52
1,861,002.28
1,860,946.07
1,860,625.91
1,860,739.09
1,858,437.36
1,858,295.54
1,858,119.09
1,858,266.21
1,857,158.49
1,857,247.82
1,856,979.11
1,856,900.50
1,856,174.98
1,856,151.83
1,855,815.18
1,855,893.72
EASTING
2,446,728.16
2,446,621.01
2,446,485.79
2,446,592.24
2,448,297.51
2,448,260.72
2,447,981.96
2,448,043.78
2,449,180.02
2,449,149.31
2,448,676.64
2,448,719.36
2,451,392.86
2,451,544.34
2,451,254.25
2,451,154.38
2,453,297.58
2,453,369.99
2,453,089.02
2,453,024.40
2,454,964.27
2,454,807.98
2,454,642.76
2,454,805.47
2,457,274.78
2,457,452.11
2,457,260.47
2,457,121.21
SO
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R-601
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1. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD83 (HARN).
2. MEASUREMENTS ARE IN U.S. FEET.
3. AZIMUTHS ARE IN AZIMUTH NORTH.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
A1 RIGHT OF WAY CONTROLLED LINE DATA
SCALE: 1"=200'
200' 400'0
| Sheets and Views |
| G-001 |
| G-002 |
| C-101 |
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| C-103 |
| C-104 |
| C-301 |
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| C-310 |
| C-311 |
| C-312 |
| C-320 |
| C-321 |
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| R-101 |
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| R-601 |
File details come from the government source that posted it. Updated .