0003_Drawings.Revised.Solicitation.26RA018.pdf
PDF 3 MB Posted
- Solicitation number
- W912EE26RA018
- Issued by
- Not on record
About this file
This is a set of design drawings for a U.S. Army Corps of Engineers construction project located on the Mississippi River in Issaquena County, Mississippi at River Mile 488.5-L. The project involves two primary components: the Ben Lomond Dike 2C Extension and the Baleshed Landing Dike 6 Raise, both part of the FC/MR&T (Flood Control/Mississippi River & Tributaries) Channel Improvement Program.
The Baleshed Landing Dike 6 project extends approximately 29,962 feet and requires construction of a 15-foot crown width dike with 1V:1.5H slopes, with proposed grades reaching elevation 80.00 feet. The Ben Lomond Dike 2C Extension spans approximately 13,999.98 feet and requires construction of a 12-foot crown width dike with similar 1V:1.5H slope specifications, with proposed grades at elevation 78.00 feet. Both dikes are constructed using "A" stone in a typical stone dike configuration. The drawings specify hydrographic survey conditions dated August 2024 and reference the Natural Repose slope varying from approximately 1V:1.25H to 1V:1.5H. The project utilizes State Plane Coordinate System (Mississippi West, NAD83(HARN)) for horizontal coordinates and N.A.V.D. 88 for vertical reference. The solicitation number is W912EE-26-R-A018, with contract number W912EE-YY-X-XXXX. The design documents include detailed plan and profile sheets, cross-sections at various stationing intervals, typical construction details, right-of-way maps with coordinate corner points, and notation that construction limits may change according to pre-construction surveys.
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| File | Type | Posted |
|---|---|---|
| Solicitation.AM0001.W912EE26RA018.pdf | ||
| RFP.Solicitation.W912EE26RA018.pdf | ||
| Drawings.Solicitation26RA018.pdf |
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Text version
EAST CARROLL PARISH
LOUISIANA SECTION 13
TOWNSHIP 21 NORTH
RANGE 13 EAST
ISSAQUENA COUNTY
SECTION 3
TOWNSHIP 11 NORTH
RANGE 9 WEST
FL
O
W
M
IS
SI
SS
IP
PI
R
IV
ER
LAKE PROVIDENCE, LA
PROPOSED WORK
DI
KE
C
BEN LOMOND DIKES
BALESHED LANDING DIKES
DI
KE
B
DI
KE
A
DIKE 2L
D
IK
E 2D
BA
LE
SH
ED
-S
TA
C K
IS
LA
N D
R
EV
ET
M
EN
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DIKE 1L
PROPOSED WORKDIKE 6
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MMMM YYYY
W912EE-26-R-A018
MISSISSIPPI RIVER, RM 488.5-L
FC/MR&T, CHANNEL IMPROVEMENT PROGRAM
BEN LOMOND DIKE 2C EXTENSION
AND BALESHED LANDING DIKE 6 RAISE
SO
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE 1 SHEET TITLE 2 SHEET TITLE 3
G-001 COVER SHEET
C-101 BALESHED LANDING DIKE 6 - RM 489.9-L PLAN AND PROFILE
C-102 BEN LOMOND DIKE 2C - 487.0-L PLAN AND PROFILE
C-301 BALESHED LANDING DIKE 6 - RM 489.9-L CROSS SECTION STA. 4+00 TO STA. 14+00
C-302 BALESHED LANDING 6 - RM 489.9-L CROSS SECTIONS STA. 16+00 TO STA. 25+00
C-303 BEN LOMOND DIKE 2C - RM 487.0-L CROSS SECTIONS STA. -4+00 TO STA. 6+00
C-304 BEN LOMOND DIKE 2C - RM 487.0-L CROSS SECTIONS STA. 8+00 TO STA. 13+00
C-501 BALESHED LANDING DIKE 6 - RM 489.9-L TYPICAL DETAILS
C-502 BEN LOMOND DIKE 2C - RM 487.0-L TYPICAL DETAIL
R-101 BALESHED LANDING DIKE 6 - RM 489.9-L RIGHT OF WAY
R-102 BEN LOMOND DIKE 2C - RM 487.0-L RIGHT OF WAY
6060 60
70 70
70707070
70 70 70
8090909090
M
IS
SI
SS
IP
PI
R
IV
ER
FL
O
W
END CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING DIKE)
N:1211941.18 E:2052420.75
BEGIN CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING DIKE)
N:1210911.73 E:2054171.06
CONSTRUCT 15' CROWN
MAINTAIN 45' CROWN
CONSTRUCT 15' CROWN
TRANS. TRANS.
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+0
+9
6.
+12 LWRP
MAINTAIN 45' CROWN WIDTH
CONSTRUCT 15' CROWN WIDTH
CONSTRUCT 15' CROWN WIDTH
+5 LWRP
TOP OF EXISTING DIKE
(CONSTRUCTED 2025)
TRANS.TRANS.
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG DIKE CENTERLINE
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00
+12 LWRPST
A.
+3
9.
EL
. 8
0.
ST
A.
+0
8.
EL
. 8
0.
ST
A.
+6
4.
EL
. 8
0.
ST
A.
+3
5.
EL
. 7
3.
ST
A.
+3
6.
EL
. 7
3.
ST
A.
4+
.6
EL
. 8 0.
PROPOSED GRADE PROPOSED GRADE
LWRP 0 = 68.4 LWRP 0 = 68.4
25% SLOPE 25% SLOPE
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AS ADVERTISED
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NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
DIKE LIMITS
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 68.4.
5. SEE SHEET C-501 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS.
9. CONSTRUCTION LIMITS OF THE DIKE MAY CHANGE ACCORDING TO THE
PRE-CONSTRUCTION SURVEYS.
10. PROFILE STATIONING IS CUT ALONG DIKE CENTERLINE.
D1 BALESHED LANDING DIKE 6 - RM 489.9-L - PLAN
SCALE: 1"=200'
N
A1 BALESHED LANDING DIKE 6 - RM 489.9-L - PROFILE
HORIZONTAL SCALE: 1"=200'
VERTICAL SCALE: 1"=10'
400'0 200'
400'0 200'
50 50 5060 60 60 60
606060
70 70 70 7070707070
BEGIN CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING GROUND)
N: 1199885.87 E: 2045528.12
-6 +7
0.
-6 +0
-5 +0
-4 +0
-3 +0
-2 +0
-1 +0
0+
1+
2+
3+
4+
5+
6+
7+
8+
9+
+0
+0
+0
+0
+9
9.
END CONSTRUCTION OF DIKE APPROX.
(TIE TO EXISTING GROUND)
N: 1198403.48 E: 2044925.61
CONSTRUCT 12' CROWN
FLOW
MISSISSIPPI RIVER
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG DIKE CENTERLINE
-6+00 -4+00 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00
+12 LWRP
0 LWRP = EL. 65.7 0 LWRP = EL. 65.7
CONSTRUCT 12' CROWN
ST
A.
-3 +0
0.
EL
. 7
8.
ST
A.
2+
.2
EL
. 7 8.
1V :5
H
-1V:5H
PROPOSED GRADE
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C-102
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NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
DIKE LIMITS
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 65.7.
5. SEE SHEET C-502 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATELY LOCATIONS.
9. CONSTRUCTION LIMITS OF THE DIKE MAY CHANGE ACCORDING TO THE
PRE-CONSTRUCTION SURVEYS.
10. PROFILE STATIONING IS CUT ALONG DIKE CENTERLINE.
D1 BEN LOMOND DIKE 2C - RM 487.0-L - PLAN
SCALE: 1"=100'
N
A1 BEN LOMOND DIKE 2C - RM 487.0-L - PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
100' 200'0
0 10' 20'
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 4+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 6+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 8+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 10+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 12+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 14+00
0 50 1000-50-100
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
NO WORK
EL. 80.00
EL. 73.00
EL. 80.00
EL. 80.00
EL. 80.00
15' CROWN
45' CROWN
15' CROWN
15' CROWN
15' CROWN
1V:1.5H
1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
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AS ADVERTISED
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NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 65.7.
5. SEE SHEET C-502 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
A1 BALESHED LANDING DIKE 6 - RM 489.9-L - CROSS SECTIONS - STA. 4+00 TO STA. 14+00
SCALE: 1"=20' 20' 40'0
AT
IO
N
EL
EV
AT
IO
N
STA. 16+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 18+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 20+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 22+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 24+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 25+00
0 50 1000-50-100
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
NO WORK
EL. 80.00
EL. 80.00
EL. 80.00
EL. 80.00
EL. 80.00
15' CROWN
15' CROWN
15' CROWN
15' CROWN
15' CROWN
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
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SHEET ID
B
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F
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US Army Corps of Engineers
U .S
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C O
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AS ADVERTISED
C-302
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NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 65.7.
5. SEE SHEET C-502 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
A1 BALESHED LANDING DIKE 6 - RM 489.9-L - CROSS SECTIONS - STA. 16+00 TO STA. 25+00
AT
IO
N
EL
EV
AT
IO
N
STA. -4+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. -2+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 0+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 2+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 4+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 6+00
0 50 1000-50-100
EL. 78.00
EL. 78.00EL. 78.00
EL. 78.00
EL. 78.00
DIKE CENTERLINE
NO WORK
DIKE CENTERLINE
DIKE CENTERLINE DIKE CENTERLINE
DIKE CENTERLINE
12' CROWN
12' CROWN
12' CROWN 12' CROWN
12' CROWN
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H1V:1.5H
1V:1.5H1V:1.5H
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
C-303
BE
N
L O
M O
N D
D
IK
E 2C
R
M
.0
-L C
R O
SS
S
EC
TI
O N
S
ST
A.
-4
+0
TO
S
TA
. 6
+0
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 65.7.
5. SEE SHEET C-502 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
A1 BEN LOMOND DIKE 2C - RM 487.0-L - CROSS SECTIONS - STA -4+00 TO STA. 6+00
AT
IO
N
EL
EV
AT
IO
N
STA. 8+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 10+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 12+00
0 50 1000-50-100
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STA. 13+00
0 50 1000-50-100
EL. 78.00
EL. 78.00
EL. 78.00
NO WORK
DIKE CENTERLINE
DIKE CENTERLINE
DIKE CENTERLINE
12' CROWN
12' CROWN
12' CROWN
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
1V:1.5H
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
C-304
BE
N
L O
M O
N D
D
IK
E 2C
R
M
.0
-L C
R O
SS
S
EC
TI
O N
S
ST
A.
+0
TO
S
TA
. 1
3+
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
NOTES
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
1. ALL UNITS ARE U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED AUGUST 2024.
3. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
4. 0 LWRP = EL. 65.7.
5. SEE SHEET C-502 FOR TYPICAL DETAIL.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST,
NAD83(HARN).
7. VERTICAL REFERENCE SYSTEM: N.A.V.D. 88.
8. CROSS SECTIONS ARE CUT ALONG THE DIKE CENTERLINE.
A1 BEN LOMOND DIKE 2C - RM 487.0-L - CROSS SECTIONS - STA 8+00 TO STA. 13+00
15' CROWN
DISTANCE VARIES
H
EI
G H
T
VA
R
IE
S
DIKE CENTERLINE
EL. 80.00
1V:1.5H -1V:1.5H
45' CROWN
DIKE CENTERLINE
MAINTAIN EXISTING NOTCH ELEVATION
(MINIMAL STONE REQUIRED)
EL. 73.00
CROWN WIDTH VARIES
DIKE CENTERLINE
DISTANCE VARIES
H
EI
G H
T
VA
R
IE
S
EL. VARIES
1V:1.5H -1V:1.5H
-1V:1.5H1V:1.5H
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
C-501
BA
LE
SH
ED
L
AN
D
IN
G D
IK
E
- R
M
.9
-L
TY
PI
C
AL
D
ET
AI
LS
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
A1 BALESHED LANDING DIKE 6 - NOTCH TYPICAL DETAIL
SCALE: 1"=10'
F1 BALESHED LANDING DIKE 6 - TYPICAL DETAIL
SCALE: 1"=10'
D1 BALESHED LANDING DIKE 6 - 489.9-L - TRANSITION TYPICAL DETAIL
SCALE: 1"=10'
12' CROWN
EL. 78.00
1V:1.5H
-1V:1.5H
DISTANCE VARIES
H
EI
G H
T
VA
R
IE
S
DIKE CENTERLINE
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
C-502
BE
N
L O
M O
N D
D
IK
E 2C
R
M
.0
-L
TY
PI
C
AL
D
ET
AI
L
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
LEGEND
"A" STONE
DIKE CENTERLINE
EXISTING GROUND
A1 BEN LOMOND DIKE 2C - RM 487.0-L - TYPICAL DETAIL
SCALE: 1"=10'
N: 1210794.09 E: 2054958.20
N: 1210274.23 E: 2054655.29
N: 1213402.82 E: 2049322.72
N: 1213921.24 E: 2049624.79
DIKE 6
ISSAQUENA COUNTY
MISSISSIPPI
SECTION 3
TOWNSHIP 11 NORTH
RANGE 9 WEST
BALESHED LANDING
RIGHT OF WAY LIMITS
BALE
SHED-S
TA
CK IS
LA
ND R
EVETM
ENT
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
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
R-101
BA
LE
SH
ED
L
AN
D
IN
G D
IK
E
- R
M
.9
-L R
IG
H
T O
F W
AY
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
N
A1 BALESHED LANDING DIKE 6 - RM 489.9-L - RIGHT OF WAY
SCALE: 1"=500' 0 500' 1000'
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
R /W
US
-6
EAST CARROLL PARISH
LOUISIANA SECTION 13
TOWNSHIP 21 NORTH
RANGE 13 EAST
ISSAQUENA COUNTY
SECTION 3
TOWNSHIP 11 NORTH
RANGE 9 WEST
FL
O
W
DI
KE
C
M
IS
SI
SS
IP
PI
R
IV
ER
LAKE PROVIDENCE
BEN LOMOND DIKES
BALESHED LANDING DIKES
BA
LE
SH
ED
-S
TA
C K
IS
LA
N D
R
EV
ET
M
EN
T
N: 1203322.08 E: 2045748.87
N: 1202935.12 E: 2046670.97
N: 1202186.21 E: 2045272.20
N: 1201878.68 E: 2046227.63
N: 1198285.05 E: 2045403.38
N: 1198434.12 E: 2044411.61
N: 1194374.68 E: 2045130.64N: 1194409.06
E: 2044130.73
N: 1192131.53 E: 2044125.52
N: 1192129.03 E: 2045125.01
N: 1196365.58 E: 2044260.50
N: 1196296.05 E: 2045258.09
PROPOSED WORK
DI
KE
B
DI
KE
A
DIKE 2L
D
IK
E 2D
D
IK
E 3A
DIKE 3L
DIKE 1L
D
IK
E 3B
D
IK
E 3C
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-
YY
-X
-X
XX
X
W
2E E-
-R
-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
AN
D
B
AL
ES
H
ED
L
AN
D
IN
G
D
IK
E
R
AI
SE
BE
N L
O M
O N
D D
IK
E
2C E
XT
EN
SI
O
N
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T
PR
O G
R
AM
M
IS
SI
SS
IP
PI
R
IV
ER
, R
M
.5
-L
AS ADVERTISED
R-102
BE
N
L O
M O
N D
D
IK
E 2C
R
M
.0
-L R
IG
H
T O
F W
AY
C . C
U
EV
AS
C . C
U
EV
AS
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
N
A1 BEN LOMOND DIKE 2C - RM 487.0-L - RIGHT OF WAY
SCALE: 1"=1000' 0 2000'1000'
| C-101.pdf |
| Sheets and Views |
| C-101 |
| Solicitation_Ben Lomond 2C Baleshed 6_Plans.pdf |
| Solicitation_Ben Lomond 2C & Baleshed 6_Plans.pdf |
| Sheets and Views |
| G-001 |
| C-102 |
| C-301 |
| C-302 |
| C-303 |
| C-304 |
| C-502 |
| R-101 |
| R-102 |
| C-501.pdf |
| Sheets and Views |
| C-501 |
File details come from the government source that posted it. Updated .