A.02.AM 0003 PLANS_MRL 611_11 Feb 2026.pdf
PDF 6 MB Posted
- Solicitation number
- W912EE26RA004
About this file
This document is a set of construction plan sheets for a seepage remediation project on the East Bank Mississippi River Levees in Bolivar County, Mississippi, prepared by the U.S. Army Corps of Engineers Vicksburg District.
The project, designated as Item 611-L under Contract No. W912EE26RA004, involves constructing multiple berms and implementing seepage remediation measures along approximately 217 linear feet of levee (STA. 460+00 to STA. 677+00). The work includes seven berm sections, construction of ramps for equipment access, installation of silt fencing, gravel surfacing at 38 tons per linear foot on the levee crown, utility relocation, and water control structure replacement. The plan sheets (C-101 through C-106) provide detailed aerial photography overlays with stationing, boring locations, right-of-way limits, and baseline information. Horizontal datum is NAD83/HARN (State Plane Coordinates, Mississippi West) and vertical datum is NAVD88, with all measurements in U.S. survey feet. A disposition table identifies 25 existing features (gates, guy wires, power poles, signs, and water control structures) with their precise northing, easting, and elevation coordinates, along with disposition instructions (D for removal, RP for replacement). Supporting sheets reference row layout information (R-101 to R-601), water control structure details (S-101 and S-501), utility call-outs (C-602), and ramp details (C-501), with cone penetrometer test and boring data available upon request. The plans were updated January 1, 2026 as Amendment 003.
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A1C-107
STA.a455+00
STA.a460+00
STA.a465+00
STA.a470+00
STA.a475+00
STA.a480+00STA.a485+00
STA.a490+00
STA.a495+00 STA.a500+00
ST
A.
a5
+0
ST
A.
a5
+0
ST
A.
a5
+0
BERM 1
UPPER LIMIT ITEM 611-L STA. a460+00
BORROW AREA
LANDSIDE
WATERSIDE
DITCH 1
BM
MONUMENT
PI-12-B
CAT-2
PI-13
FEN-2
FEN-1
FEN-3
611-1-24B
611-2-24B
611-3-24B
611-4-24B
611-5-24B
611-6-24B
611-7-24B
611-8-24B
611-9-24B
611-10-24B
611-11-24B
611-12-24B
L2
L22 L23
WCSTR-1 24" PIPE
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
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
611-2-22T
611-1-22U
611-81.22C
611-82.22C
611-83.22C
611-84.22C
611-85.22C
611-86.22C
611-87.22C
611-88.22C
611-89.22C
611-90.22C
611-91.22C
611-159.22C
611-160.22C
611-161.22C
611-162.22C
611-163.22C
611-164.22C 611-165.22C
611-166.22C
611-167.22C
611-2-22U 611-2.22C
611-3.22C
611-4.22C
611-6.22C
611-7.22C
611-8.22C
611-9.22C
611-10.22C
611-11.22C
611-12.22C
611-14.22C
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AMENDED AFTER ADVERTISED
C-101
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1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 460+00 TO 498+00
SCALE: 1"=200' 400'0 200'
N
STA.a495+00
STA.a500+00
STA.a505+00
STA.a510+00
STA.a515+00
STA.a520+00
STA.a525+00
STA.a530+00
STA.a535+00
STA.a540+00
EXISTING BASELINE
BERM 2
BORROW AREA
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER
BERM 1
RIVER MILE 611
BM
BM
MONUMENT
PI-14-A
PI-14CAT-1
PI-13
FEN-4
FEN-5
611-1-24B
611-2-24B
611-3-24B
611-4-24B
611-5-24B
611-6-24B
L24L25
WCSTR-1 24" PIPE
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
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
R/W
WCSTR REPLACEMENT
SEE NOTE 11
E 2,121,809 N 1641638
E 2,121,828 N 1641632
E 2,121,797 N 1641594
E 2,121,816 N 1641588
611-2-22T
611-18.22C
611-89.22C
611-90.22C
611-91.22C
611-92.22C
611-93.22C
611-94.22C
611-95.22C
611-96.22C
611-97.22C
611-98.22C
611-99.22C
611-167.22C
611-168.22C
611-169.22C
611-170.22C
611-171.22C
611-172.22C
611-173.22C
611-174.22C
611-175.22C
611-176.22C
611-177.22C
611-2-22U611-3-22U
611-10.22C
611-11.22C 611-12.22C
611-14.22C
611-15.22C
611-16.22C
611-17.22C
611-19.22C
611-20.22C
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C-102
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1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 498+00 TO 542+00
SCALE: 1"=200' 400'0 200'
N
FLOW
E
EE
E
E E
E E
E
E
E
GUYW-4
GUYW-5
GATE-1
GATE-2
STA.a540+00
BERM 3
PROPOSED STORAGE AREA (SUBJECT TO CHANGE)
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER
BERM RAMP 1
SEE SHEET C-501
DETAIL A1
RIVER MILE 610
ACCESS ROUTE
CANADY RD FROM HWY 1
BM
MONUMENT
PI-15
PI-15-A
PI-16
PI-14-A
CAT-4
PP-2
PP-1
FEN-6
FEN-7
FEN-8
CAT-3
L26
L27
L28
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
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W
611-3-22T
611-23.22C 611-24.22C
611-25.22C
611-26.22C
611-27.22C
611-28.22C
611-98.22C
611-99.22C
611-100.22C
611-101.22C
611-102.22C
611-103.22C
611-104.22C
611-105.22C
611-106.22C
611-107.22C
611-108.22C
611-175.22C
611-176.22C
611-177.22C
611-178.22C
611-179.22C
611-180.22C
611-181.22C
611-182.22C
611-183.22C
611-184.22C
611-4-22U
611-19.22C
611-20.22C
611-21.22C 611-22.22C
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1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 542+00 TO 575+00
SCALE: 1"=200' 400'0 200'
N
FLOW
E
E E
E E
E E
E E
GUYW-1
GUYW-2
BERM 4
PROPOSED STORAGE AREA (SUBJECT TO CHANGE)
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER
BERM RAMP 2
SEE SHEET C-501
DETAIL A1
BM
MONUMENT
PI-16
PI-16-A
PI-16-B
PI-17
PP-4
PP-3
SIGN-1
SIGN-2
SIGN-3
SIGN-4 SIGN-5
FEN-9
FEN-10
L28
L29
L30
L31
L32
STA.b575+00
STA.b580+00
STA.b585+00
STA.b590+00
STA.b595+00
STA.b600+00
STA.b605+00
STA.b610+00
STA.b615+00STA.b620+00
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
R/W R/W
R/W R/W
R/W
R/W
611-5-22U
611-6-22U
611-28.22C
611-29.22C
611-30.22C
611-31.22C
611-32.22C
611-33.22C
611-34.22C
611-35.22C
611-36.22C
611-37.22C
611-107.22C
611-108.22C
611-109.22C
611-110.22C
611-111.22C
611-112.22C
611-113.22C
611-114.22C
611-115.22C
611-183.22C
611-184.22C
611-185.22C611-186.22C
611-187.22C
611-188.22C
611-189.22C
611-190.22C611-191.22C
PI
: 5
+7
5.
PI
: 5
+5
1.
PI
: 5
+1
8.
PI
: 6
+4
0.
PI
: 6
+6
0.
M
AT
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ST
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+0
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US Army Corps of Engineers
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C O
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C-104
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C . H
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ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 575+00 TO 619+00
SCALE: 1"=200' 400'0 200'
N
FLO
W
BERM 5
BERM 6
BERM 7
LANDSIDE
WATERSIDE
BM
MONUMENT
BM
MONUMENT
PI-17
PP-5
PP-6
FEN-11
FEN-12
L32
L33
L34L35
L36
L3
L38
STA.b615+00
STA.b620+00
STA.b625+00
STA.b630+00
STA.b635+00
STA.b640+00 STA.b645+00
STA.b650+00
STA
.b6
+0
STA.b660+00
STA.b665+00
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/WR/WR/W
R/W R/W
R/W
R/W
R/W R/W
R/W
R/W
R/W
R/W
CUL-1
SEE SHEET C-502
DETAIL A1 FOR CULVERT
CAT-5
GATE-3
611-4-22T
611-7-22U
611-36.22C
611-37.22C
611-38.22C
611-39.22C
611-40.22C
611-41.22C
611-42.22C
611-43.22C
611-44.22C
611-45.22C
611-46.22C
611-115.22C
611-116.22C
611-117.22C
611-118.22C 611-119.22C
611-120.22C 611-121.22C
611-122.22C
611-123.22C
611-124.22C
611-125.22C
611-190.22C
611-191.22C
611-192.22C
611-193.22C
611-194.22C611-195.22C 611-196.22C
611-197.22C
611-198.22C
611-200.22C
611-8-22U
611-199.22C
PI
: 6
+4
0.
PI
: 6
+6
0.
PI
: 6
+7
9.
PI
: 6
+3
0.
PI
: 6
+9
6.
PI: 650+74.41
PI: 656+63.05PI: 659+36.41
M
AT
C H
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ST
A.
+0
M
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+0
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N N
O
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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
IT
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D B
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D
AT
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N
TR
AC
T
N O
C
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EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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
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PS
O F
EN
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IN
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R S
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PD
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EN
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N O
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A
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PA
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AM
D
T
JA
N
AN
SI
D
W
2E E-
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-X
-X
XX
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
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ST
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T
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BU
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D
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IA
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AS
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BA
N
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IS
SI
SS
IP
PI
R
IV
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L
EV
EE
S
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-105
AN
ST
A.
+0
TO
+0
SH
EE
T
O
F
C . H
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 619+00 TO 661+00
SCALE: 1"=200' 400'0 200'
EEEEEE
E E
E E
E E
GUYW-6
EXISTING BASELINE
BERM 7
DITCH 2
LOWER LIMIT ITEM 611-L STA. 677+00
LANDSIDE
WATERSIDE
BM
MONUMENT
PP-10
PP-9
PP-8
PP-7
PP-5PP-6
FEN-12
L35
L36
L3
L38 L39
L40
STA.b645+00
STA.b650+00
STA.b6
+00
STA.b660+00STA.b665+00STA.b670+00STA.b675+00STA.b680+00STA.b685+00
STA.b690+00
STA.b695+00
BERM 8
BERM 9
R/WR/W
R/W
R/W
R/W
R/W
R/WR/WR/WR/WR/WR/WR/W
R /W
R /W
R/W R/W R/W
R/W R/W R/W
R/W
CUL-1
CAT-5
GATE-3
611-5-22T
611-42.22C 611-43.22C
611-44.22C
611-45.22C
611-46.22C611-47.22C611-48.22C 611-49.22C611-50.22C
611-51.22C
611-121.22C
611-122.22C
611-123.22C
611-124.22C
611-125.22C611-126.22C611-127.22C611-128.22C
611-129.22C
611-130.22C
611-196.22C
611-197.22C
611-198.22C
611-200.22C611-201.22C611-202.22C611-203.22C
611-204.22C
611-205.22C
611-8-22U
611-199.22C
PI
: 6
+9
6.
PI: 650+74.41
PI: 656+63.05
PI
: 6
+3
6.
PI
: 6
+3
4.
PI: 694+15.51
M
AT
C H
L
IN
E
ST
A.
+0
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
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C O
N
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AC
T
N O
C
H
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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
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-X
XX
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6R A0
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PI
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S
BO
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TY
, M
IS
SI
SS
IP
C-106
AN
ST
A.
+0
TO
+0
SH
EE
T
O
F
C . H
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
1. HORIZONTAL DATUM IS NAD83/HARN, SPCS, MS WEST. VERTICAL DATUM IS
NAVD88.
2. ALL UNITS ARE U.S. SURVEY FOOT.
3. AERIAL PHOTOGRAPHY TAKEN CIRCA THE TIME OF DESIGN OF THIS
CONTRACT AND SHOULD BE CHECKED FOR ACCURACY PRIOR TO BIDDING
THIS CONTRACT.
4. ROW LAYOUT INFORMATION IS SHOWN ON SHEETS R-101 - R-601.
5. CPT DATA IS AVAILABLE UPON REQUEST.
6. SILT FENCE WILL BE CONSISTENT WITH ROW.
7. RAMP DETAIL CAN BE SEEN ON SHEET C-501.
8. CONTRACTOR WILL ADD 38 TONS PER LINEAR FOOT OF GRAVEL SURFACING
TO THE LEVEE CROWN AFTER BERM CONSTRUCTION.
9. SEE SHEET C-602 FOR DESCRIPTIONS TO UTILITY CALL OUTS.
10. FOR CLARIFICATION ON THE DENOTATION OF THE CENTERLINE:
10.1. STA.XXX+XX- REGULAR MRL STATIONING
10.2. STA.aXXX+XX FIRST STATION EQUATION
10.3. STA.bXXX+XX SECOND STATION EQUATION
11. NORTHING AND EASTINGS SHOWN ARE FOR THE WATER CONTROL
STRUCTURE BACKFILL LOCATION. SEE SHEETS S-101 AND S-501 FOR WATER
CONTROL STRUCTURE DETAILS.
NOTES
LEGEND
R/W RIGHT OF WAY LIMITS
BASELINE
CONE PENETROMETER TEST
FOUNDATION BORING
BORROW BORING
A1 PLAN; STA. 661+00 TO 677+00
SCALE: 1"=200' 400'0 200'
611-L DISPOSITION TABLE
PL NAME
CAT-1
CAT-2
CAT-3
CAT-4
CAT-5
CUL-1
FEN-1
FEN-2
FEN-3
FEN-4
FEN-5
FEN-6
FEN-7
FEN-8
FEN-9
FEN-10
FEN-11
FEN-12
GATE-1
GATE-2
NORTHING
1,643,645.60
1,642,524.93
1,642,995.55
1,643,140.40
1,636,128.77
1,637,114.22
1,644,120.66
1,643,675.80
1,642,201.05
1,643,879.22
1,643,327.16
1,642,956.02
1,643,593.58
1,642,924.77
1,642,038.99
1,641,723.59
1,638,188.40
1,635,198.68
1,643,192.94
1,643,188.11
EASTING
2,120,431.82
2,123,459.98
2,115,983.74
2,115,359.92
2,110,972.91
2,110,925.62
2,125,705.95
2,125,961.01
2,123,444.10
2,120,956.72
2,120,472.04
2,117,146.28
2,117,140.34
2,115,655.34
2,113,757.82
2,113,130.96
2,111,739.80
2,110,735.35
2,115,285.33
2,115,291.45
ELEVATION
186.094
188.552
160.892
186.391
105.000
144.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
105.000
168.242
169.702
DESCRIPTION
CATTLE GUARD
CATTLE GUARD
CATTLE GUARD
CATTLE GUARD
CATTLE GUARD
24" CULVERT
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
FENCE
GATE
GATE
DISPOSITION
R-A-3
R-A-3
RP-1
R-A-3
D
I-1
D
R-B-3
R-B-3
D
R-B-3
R-B-3
D
D
D
D
R-B-3
R-B-3
D
D
DISPOSITION LEGEND
(I) TO BE INSTALLED
(D) DO NOT DISTURB
(R) TO BE REMOVED
(RP) TO BE REPLACED
(A) PRIOR TO CONSTRUCTION
(B) CONCURRENT WITH CONSTRUCTION OF BERM/LEVEE
(1) BY CONTRACTOR
(2) BY OWNER
(3) BY OTHERS
611-L PI
TABLE
PL NAME
PI-12
PI-12-A
PI-12-B
PI-13
PI-14
PI-14-A
PI-15
PI-15-A
PI-16
PI-16-A
PI-16-B
PI-17
STATION
STA. 426+79.88
STA. 452+34.05
STA. 482+87.13
STA. 500+60.92
STA. 520+62.69
STA. 532+76.12
STA. 560+97.95
STA. 571+09.89
STA. 578+75.37
STA. 589+51.48
STA. 596+18.86
STA. 614+40.88
611-L DISPOSITION TABLE
PL NAME
GATE-3
GUYW-1
GUYW-2
GUYW-3
GUYW-4
GUYW-5
GUYW-6
PP-1
PP-2
PP-3
PP-4
PP-5
PP-6
PP-7
PP-8
PP-9
PP-10
SIGN-1
SIGN-2
SIGN-3
NORTHING
1,636,127.66
1,641,247.45
1,641,104.44
1,656,715.99
1,642,927.30
1,642,929.26
1,634,454.56
1,642,996.74
1,643,434.81
1,641,478.18
1,641,144.09
1,635,257.05
1,635,055.46
1,634,828.82
1,634,604.75
1,634,234.86
1,633,772.41
1,641,034.45
1,641,031.13
1,640,998.80
EASTING
2,110,956.83
2,113,668.91
2,113,863.90
2,136,830.42
2,116,145.79
2,116,145.19
2,110,480.57
2,116,134.14
2,115,927.53
2,113,417.56
2,113,782.46
2,110,773.97
2,110,703.94
2,110,624.56
2,110,548.65
2,110,477.37
2,110,430.97
2,113,795.31
2,113,795.97
2,113,806.72
ELEVATION
105.000
161.051
148.267
156.197
158.669
158.814
155.183
181.741
207.291
187.965
181.934
184.180
184.152
188.962
183.312
175.004
184.794
153.326
153.367
154.241
DESCRIPTION
GATE
GUY WIRE
GUY WIRE
GUY WIRE
GUY WIRE
GUY WIRE
GUY WIRE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
POWER POLE
SIGN
SIGN
SIGN
DISPOSITION
D
D
D
D
D
D
D
RP-A-3
D
RP-A-3
D
RP-A-3
RP-A-3
RP-A-3
RP-A-3
RP-A-3
D
D
D
D
611-L DISPOSITION TABLE
PL NAME
SIGN-4
SIGN-5
WCSTR-1
NORTHING
1,641,278.90
1,641,306.91
1,641,684.34
EASTING
2,113,693.16
2,113,732.98
2,121,803.38
ELEVATION
160.297
159.513
147.600
DESCRIPTION
SIGN
SIGN
WCSTR-1 24" PIPE
DISPOSITION
D
D
RP-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
AD
D
ED
IT
EM
S
TO
D
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TI
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AB
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A S
PA
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T O
F
AM
D T
A
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N
U
PD
AT
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D
IS
PO
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TI
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N T
AB
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A S
PA
R
T O
F
AM
D T
JA
N
AN
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D
W
2E E-
YY
-X
-X
XX
W
2E E2
6R A0
N O
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M
BE
R
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BU
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BU
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D
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IA
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PI
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EV
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S
BO
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C O
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, M
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SS
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C-602
IS
PO
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AB
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C .H
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TA
C . H
U
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C . B
AN
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TO
N
D . W
AL
LA
C E
| Sheets and Views |
| 611-L - C-101 |
| 611-L - C-102 |
| 611-L - C-103 |
| 611-L - C-104 |
| 611-L - C-105 |
| 611-L - C-106 |
| MRL-Item-611L_Amendment-003(C-106).pdf |
| Sheets and Views |
| 611-L - C-106 |
| MRL-Item-611L_Amendment-003(C-602).pdf |
| Sheets and Views |
| 611 - 602 |
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