B.08._MRL-Item-615L_AM 0004 PLAN SHEETS_Attach 4of4.pdf
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- Attached to
- Bolivar County, Mississippi, FC/MR&T, EBMRL, Seepage Remediation, Francis to Round Lake, Item 615-L
- Solicitation number
- W912EE26RA005
About this file
This is a set of contract design plans for a seepage remediation project on the East Bank Mississippi River Levee in Bolivar County, Mississippi. The project, titled "Francis to Round Lake, Item 615-L Seepage Remediation," is under Solicitation No. W912EE26RA005 and is being managed by the U.S. Army Corps of Engineers, Vicksburg District, located at 4155 Clay Street, Vicksburg, MS 39183. The contract was last updated on January 1, 2026, as Amendment 004.
The design plans consist of seven sheets covering the project area from Station 68+00 to 300+00 and include detailed hydraulic and site engineering information. The project encompasses multiple berm construction sections (615-L through 615-9), four new ditches (Ditch 1 through Ditch 6), water control structures, and access routes to a proposed borrow area. Key specifications include gravel surfacing requirements of 38 tons per linear foot to the levee crown after berm construction. The plans reference Cone Penetrometer Test (CPT) data available upon request, foundation borings, and borrow borings. Horizontal datum is NAD83/HARN, SPCS, MS West; vertical datum is NAVD88; all units are U.S. survey feet. Supporting reference information is provided on Sheets R-101 through R-601, with water control structure details on Sheets S-101 and S-501. The design was prepared by C. Huerta, checked by C. Bankston, and reviewed by D. Wallace.
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Text version
R/W
R/WR/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
STA.60+00
STA.65+00
STA.70+00
STA.75+00
STA.80+00
STA.85+00
STA.90+00
STA.95+00
STA.100+00STA.105+00
STA.110+00
EXISTING BASELINE
615- BERM 1
UPPER LIMIT ITEM 615-L STA. 68+00
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER OXBOW
615- BERM 2
RIVER MILE 616
MILEMKR
MILEMKR
MILEMKR
MILEMKR
DITCH 1
L1
L2
L3
L4 L5
616-1-22T
616-1-22U
616-2-22U
PI-1-A
STA. 70+17.40
PI-2-A
STA. 100+58.3
PI-2-B
STA. 103+22.04
616-1.14C
616-2.14C
616-3.14C
616-10.14C
616-19.14C
616-20.14C
616-28.22C
616-29.22C
616-30.22C 616-31.22C
616-32.22C
616-33.22C
616-34.22C
616-35.22C
616-36.22C
616-37.22C
616-38.22C
616-39.22C
616-40.22C
616-41.22C
616-42.22C
616-43.22C
616-44.22C
616-45.22C
616-46.22C
616-47.22C
616-48.22C
616-49.22C
616-50.22C
PI-3
STA. 105+44.70
616-11.14C
PI-2
STA. 75+14.68
PI: 7
0+17.29
PI
: 7
5+
.7
PI
: 1
+5
8.
PI
: 1
+2
2.
PI
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+4
4.
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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 68+00 TO 109+00
SCALE: 1"=200' 400'0 200'
N
FLOW
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/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 R/W R/W R/W R/W R/W R/W R/W R/W R/W
STA.110+00STA.115+00STA.120+00STA.125+00
STA.130+00
STA.135+00
STA.140+00
STA.145+00STA.150+00
STA.155+00
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER OXBOW
615- BERM 2615- BERM 3
615- BERM 4
RIVER MILE 616
MILEMKRMILEMKR
WELL-1
WELL-2
WELL-5 WELL-6
WELL-7
T
PIEZOMETER
T
PIEZOMETER
CATG-2
L6
616-3-22U
FRA-4.11C
FRA-1.11C
FRA-2.11C
FRA-5.11C
FRA-6.11C
FRA-7.11C
FRA-8.11C
FRA-9.11C
FRA-1-11T
616-1.14C
616-2.14C 616-3.14C616-4.14C
616-5.14C
616-6.14C 616-7.14C
616-8.14C616-9.14C
616-12.14C616-13.14C616-14.14C616-15.14C616-16.14C616-17.14C616-18.14C
616-20.14C
616-21.14C 616-22.14C616-23.14C616-24.14C616-25.14C616-26.14C616-27.14C
616-11.14C
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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 109+00 TO 152+00
SCALE: 1"=200' 400'0 200'
N
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
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
STA.150+00
STA.155+00
STA.160+00STA.165+00
STA.170+00
STA.175+00
STA.180+00
STA.185+00
STA.190+00
STA.195+00
STA.200+00
EXISTING BASELINE
615 BERM 5
615 BERM 6
615 BERM 7
DITCH 2
LANDSIDE
WATERSIDE
MISSISSIPPI RIVER OXBOW
BERM RAMP 1
SEE SHEET C-501
DETAIL A1
RIVER MILE 615
BM
MILEMKR
MILEMKR
MILEMKR
MILEMKR
FNC-1
CULV-1UTL-1
WELL-1
WELL-2
WELL-3
CATG-3
DITCH 3
L7
L8
L9
CULV-1 18" REPLACEMENT
CONNECTING DITCH SEE SHEET
C-302 DETAIL D7
E 2,136,552 N 1665007
615-8.22C
615-1-22U 615-2-22U
PI-4
STA. 160+00.59
PI-4-A
STA. 185+71.30
PI-4-B
STA. 187+64.51
615-1.22C
615-2.22C
615-3.22C
615-4.22C 615-5.22C
615-6.22C
615-7.22C
615-9.22C
615-10.22C
615-21.22C 615-22.23C
615-23.23C
615-24.23C
615-25.23C
615-26.23C
615-27.23C
615-29.23C
615-41.23C
615-42.23C
615-43.23C
615-44.23C
615-45.23C
615-46.23C615-47.23C
615-48.23C
FRA-4.11C
FRA-1.11C
FRA-2.11C
FRA-3-11C
FRA-5.11C
FRA-6.11C
FRA-8.11C
FRA-9.11C
FRA-1-11T
615-28.23C
PI-5
STA. 190+65.50
PI
: 1
+0
0.
PI
: 1
+7
1.
PI
: 1
+6
4.
PI
: 1
+6
5.
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C-103
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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 152+00 TO 195+00
SCALE: 1"=200' 400'0 200'
N
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
STA.190+00
STA.195+00
STA.200+00
STA.205+00
STA.210+00
STA.215+00
STA.a195+00
STA.a200+00
STA.a205+00
STA.a210+00
STA.a215+00
STA.a220+00
EXISTING BASELINE
615 BERM 7
PROPOSED STORAGE AREA (SUBJECT TO CHANGE)
LANDSIDE
WATERSIDE
RIVER MILE 615
BMMILEMKR
UTL-1
DITCH 3
L9
L10
L11
L12
615-8.22C
615-1-22T
615-2-22U
615-3-22U
PI-4-B
STA. 187+64.51
PI-5-A
STA. 213+21.11
615-6.22C
615-7.22C
615-9.22C
615-10.22C
615-11.22C
615-12.22C
615-13.22C
615-14.22C
615-15.22C
615-16.22C
615-17.22C
615-18.22C
615-27.23C
615-29.23C
615-30.23C
615-31.23C
615-32.23C
615-33.23C
615-34.23C
615-35.23C
615-36.23C
615-37.23C
615-38.23C
615-47.23C
615-48.23C
615-50.23C
615-51.23C
615-52.23C 615-54.23C
615-53.23C
615-55.23C
615-56.23C
615-57.23C
615-58.23C
615-59.23C
615-49.23C
615-28.23C
PI-5
STA. 190+65.50
PI
: 1
+6
4.
PI
: 1
+6
5.
PI: 2
+2 1.3
PI
: 1
+2
2.
M
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C H
L
IN
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ST
A.
+0
M
ATCH LINE STA. 215+00
SO
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SHEET ID
B
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F
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U .S
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C O
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BU
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C-104
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C . B
AN
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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 195+00 TO 215+00
SCALE: 1"=200' 400'0 200'
N
A1 C-108
R/W 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/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
D1 C-109
WCS-1
0+ 001+
002+ 003+
004+ 005+
006+ 007+
008+ 009+
+0
+0
+6
0.
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
STA.a210+00
STA.a215+00
STA.a220+00
STA.a225+00
STA.a230+00 STA.a235+00
STA.a240+00
STA.a245+00
STA.a250+00
STA.a255+00
EXISTING BASELINE
BORROW AREA
ACCESS ROUTE
PROPOSED STORAGE AREA (SUBJECT TO CHANGE)
LANDSIDE
WATERSIDE
RIVER MILE 614
EXISITNG DITCH TO BE FILLED FROM EDGE OF ROAD
TO EXISTING GROUND ELEVATION
20FT IN WIDTH STARTING FROM BORROW GRADING
WILDCAT SLOUGH
EXISITNG DITCH TO BE FILLED AND SLOPED TO DRAIN
INTO WILDCAT SLOUGH
PWR P-1
PWR P-2
FNC-2
UTL-2
CATG-1
615-17-23B
615-18-23B
615-20-23B
615-21-23B
615-23-23B
615-24-23B
615-25-23B
615-27-23B
615-28-23B
615-29-23B
615-30-23B
L12
L13
614-1-22T
615-4-22U
PI-7
STA. 232+98.69
PI-8
STA. 259+48.83
614-1.22C 614-2.22C
614-3.22C
614-4.22C
614-5.22C
614-6.22C
614-15.22C
614-16.22C
614-17.22C
614-18.22C
614-19.22C
614-29.22C
614-30.22C
614-31.22C
614-32.22C
614-33.22C
615-17.22C
615-18.22C
615-19.22C
615-20.22C
615-36.23C
615-37.23C
615-38.23C
615-39.23C
615-40.23C
615-57.23C
615-58.23C
615-59.23C
615-60.23C
PI
: 2
+9
8.
PI
: 2
+4
8.
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
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
U
PD
AT
ED
R
EF
ER
EN
C E
N O
TE
A
S
PA
R T
O F
AM
D
T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
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 215+00 TO 248+00
SCALE: 1"=200' 400'0 200'
GUYW-3
R/W
R/W R/W
R/W R/W
R/W
R/WR/WR/WR/WR/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 R/W
R/W
R/W R/W
R/W R/W
R/W R/W
STA.a245+00
STA.a250+00
STA.a255+00
STA.a260+00 STA.a265+00
STA.a270+00STA.a275+00STA.a280+00STA.a285+00 STA.a290+00
DITCH 5
615 BERM 8
LANDSIDE
WATERSIDE
MILEMKRMILEMKRMILEMKR
PWR P-1
PWR P-2
FNC-3
FNC-2
FNC-4
UTL-2
CATG-1
FNC-5
DITCH 4
L13
614-1-22T
614-1-22U 614-2-22U
PI-8
STA. 259+48.83
614-3.22C
614-4.22C
614-5.22C
614-6.22C 614-7.22C
614-8.22C 614-9.22C614-10.22C
614-11.22C614-12.22C
614-17.22C
614-18.22C614-19.22C
614-20.22C
614-21.22C614-22.22C614-23.22C614-24.22C614-25.22C614-26.22C
614-31.22C
614-32.22C
614-33.22C
614-34.22C614-35.22C614-36.22C614-37.22C614-38.22C614-39.22C614-40.22C
PI
: 2
+4
8.
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
U
PD
AT
ED
R
EF
ER
EN
C E
N O
TE
A
S
PA
R T
O F
AM
D
T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
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 248+00 TO 282+00
SCALE: 1"=200' 400'0 200'
R/WR/WR/WR/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 R/W R/W R/W
STA.a275+00STA.a280+00STA.a285+00 STA.a290+00
STA.a295+00 STA.a300+00
STA.a305+00STA.a310+00STA.a315+00STA.a320+00
EXISTING BASELINE
615 BERM 9
DITCH 6
LOWER LIMIT ITEM 615-L STA. 300+00
LANDSIDE
WATERSIDE
RIVER MILE 613
MILEMKR
MILEMKR
MILEMKR
FNC-3
FNC-4
FNC-5
FNC-6
L14
614-2-22U 614-9.22C614-10.22C614-11.22C614-12.22C614-13.22C614-14.22C
614-23.22C614-24.22C614-25.22C614-26.22C614-27.22C614-28.22C
614-37.22C614-38.22C614-39.22C614-40.22C614-41.22C614-42.22C
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
U
PD
AT
ED
R
EF
ER
EN
C E
N O
TE
A
S
PA
R T
O F
AM
D
T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-107
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 282+00 TO 300+00
SCALE: 1"=200' 400'0 200'
70+00
75+00
+0
RIGHT OF ENTRY LIMITS
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/WR/WR/W
R
/W R
/W
R/W
R/W
R/W
R/W
R/W
R/W
BP
: 0
+0 0.
PC
: 0
+3 5.
Mid:
0+
.26
PT: 0+56.56
PC: 0+84.68
Mid: 1+00.87
PT: 1+17.05
PC: 1+68.17
Mid: 2+03.97
PT: 2+39.76
PC: 3+78.46
Mid:
4+
.66
PT
: 4
+3 8.
EP
: 1
7+
.2
PI: 70+17.29
PI: 75+14.70
DITCH 1
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
17+80.23
L1
L2 L3
L4
L5
C1
C
C
C4
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW DITCH CENTERLINE
-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00
-0.15%
PV
I S
TA
. 0
+0 0.
EL
. 1
.8
PV
I S
TA
. 1
7+
.2
EL
. 1
.0
ALIGNMENT: DITCH 1
NUMBER
L1
C1
L2
C2
L3
C3
L4
C4
L5
LENGTH
35.95'
20.62'
28.12'
32.37'
51.12'
71.59'
138.69'
60.40'
1341.37'
RADIUS
17.00'
100.00'
139.00'
75.00'
LINE/CHORD DIRECTION
S81° 04' 43.64"E
S46° 19' 59.66"E
S11° 35' 15.68"E
S02° 18' 52.38"E
S06° 57' 30.93"W
S07° 47' 46.72"E
S22° 33' 04.38"E
S45° 37' 21.71"E
S68° 41' 39.05"E
START NORTHING
1674741.7351
1674736.1607
1674722.7811
1674695.2365
1674663.0345
1674612.2899
1674542.1420
1674414.0551
1674372.9442
START EASTING
2130984.9751
2131020.4865
2131034.5037
2131040.1517
2131041.4532
2131035.2598
2131044.8643
2131098.0538
2131140.0681
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
U
PD
AT
ED
A
LI
G N
M
EN
T
TA
BL
E
TI
TL
E
AS
P
AR
T O
F
AM
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-110
D
IT
C H
PL
AN
A
N D
P R
O
FI
LE
C .H
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
D1 DITCH 1 PLAN
SCALE: 1"=100'
A1 DITCH 1 PROFILE
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 0 3' 6' 60' 120'0
190+00
195+00
200+00
NEW BERM TO BE
CONSTRUCTED
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/W
R/W
R/W
PI: 185+71.46
PI: 187+64.76
PI: 190+65.88
DITCH 3
L10
L1
L1
L1
L14
C
C
C1
C11
BP: 0+00.00
PC: 0+22.63
Mid: 0+28.62
PT: 0+34.61
PC: 1+42.06Mid: 1+62.32PT: 1+82.58
PC: 4+34.88
Mid: 4+38.84
PT: 4+42.79
PC: 6+01.36Mid: 6+20.98
PT: 6+40.60
EP: 6+70.54
0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+
.5
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW DITCH CENTERLINE
-2+00 0+00 2+00 4+00 6+00 8+00 10+00
-0.73%
PV
I S
TA
. 0
+0 0.
EL
. 1
.4
PV
I S
TA
. 6
+7 0.
EL
. 1
.5
ALIGNMENT: DITCH 3
NUMBER
L10
C8
L11
C9
L12
C10
L13
C11
L14
LENGTH
22.63'
11.98'
107.46'
40.51'
252.31'
7.91'
158.57'
39.25'
29.94'
RADIUS
36.65'
200.00'
200.00'
64.72'
LINE/CHORD DIRECTION
S07° 10' 05.72"E
S02° 11' 48.14"W
S11° 33' 42.00"W
S17° 21' 53.40"W
S23° 10' 04.79"W
S22° 02' 07.11"W
S20° 54' 09.43"W
S38° 16' 29.79"W
S55° 38' 50.15"W
START NORTHING
1665007.3572
1664984.9056
1664972.9878
1664867.7127
1664829.1115
1664597.1530
1664589.8235
1664441.6919
1664411.3517
START EASTING
2136551.9449
2136554.7686
2136554.3114
2136532.7749
2136520.7041
2136421.4399
2136418.4733
2136361.8996
2136337.9599
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
U
PD
AT
ED
A
LI
G N
M
EN
T
TA
BL
E
TI
TL
E
AS
P
AR
T O
F
AM
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-112
IT
C H
PL
AN
A
N D
P R
O
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
D1 DITCH 3 PLAN
SCALE: 1"=100'
A1 DITCH 3 PROFILE
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 60' 120'00 3' 6'
265+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
RIGHT OF WAY LIMITS
0+
1+00
2+00
2+90.07
BP
: 0
+0 0.
PC
: 0
+4 8.
PT: 1+00.40
EP: 2+90.07
L15
L1
C12
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW DITCH CENTERLINE
-2+00 0+00 2+00 4+00 6+00
-0.49%
PV
I S
TA
. 0
+0 0.
EL
. 1
.5
PV
I S
TA
. 2
+9 4.
EL
. 1
.0
PV
I S
TA
. 2
+9 4.
EL
. 1
.0
ALIGNMENT: DITCH 4
NUMBER
L15
C12
L16
LENGTH
48.00'
52.39'
189.67'
RADIUS
36.16'
LINE/CHORD DIRECTION
S84° 02' 33.06"E
S42° 31' 47.00"E
S01° 01' 00.94"E
START NORTHING
1656449.9295
1656444.9471
1656409.6278
START EASTING
2136861.4414
2136909.1864
2136941.5843
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
U
PD
AT
ED
A
LI
G N
M
EN
T
TA
BL
E
TI
TL
E
AS
P
AR
T O
F
AM
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-113
IT
C H
PL
AN
A
N D
P R
O
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
D1 DITCH 4 PLAN
SCALE: 1"=50'
A1 DITCH 4 PROFILE
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60' 60' 120'00 3' 6'
270+00
DITCH 5
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
RIGHT OF WAY LIMITS
0+00
1+00
2+00
3+00
4+00
5+00
6+00
6+46.56
BP: 0+00.00
EP: 6+46.56
PC: 0+22.90
PC: 4+52.14
PC
: 5
+3 6.
PT: 0+33.23
PT
: 5
+1 2.
PT: 6+17.84
L1
L1
L19
L2
C
C14
C15
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW DITCH CENTERLINE
-2+00 0+00 2+00 4+00 6+00 8+00 10+00
-0.11%
PV
I S
TA
. 0
+0 0.
EL
. 1
.4
PV
I S
TA
. 6
+4 6.
EL
. 1
.7
ALIGNMENT: DITCH 5
NUMBER
L17
C13
L18
C14
L19
C15
L20
LENGTH
22.90'
10.33'
418.91'
60.00'
23.90'
81.80'
28.72'
RADIUS
57.00'
40.00'
55.00'
LINE/CHORD DIRECTION
S11° 43' 23.81"W
S06° 31' 47.20"W
S01° 20' 10.59"W
S44° 18' 21.15"W
S87° 16' 31.71"W
S44° 40' 03.04"W
S02° 03' 34.36"W
START NORTHING
1655731.5339
1655709.1154
1655698.8631
1655280.0677
1655241.0458
1655239.9097
1655186.9485
START EASTING
2136969.8100
2136965.1579
2136963.9844
2136954.2153
2136916.1276
2136892.2556
2136839.9055
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
U
PD
AT
ED
A
LI
G N
M
EN
T
TA
BL
E
TI
TL
E
AS
P
AR
T O
F
AM
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-114
IT
C H
PL
AN
A
N D
P R
O
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
D1 DITCH 5 PLAN
SCALE: 1"=60'
A1 DITCH 5 PROFILE
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60'
60' 120'0
60' 120'00 3' 6'
285+00
290+00
295+00
300+00
305+00
EXISTING BASELINE
NEW BERM TO BE
CONSTRUCTED
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
DITCH 6
RIGHT OF WAY LIMITS
BP: 0+00.00
EP: 11+40.02
PC: 1+05.19
PC: 8+50.83
PC
: 1
0+
.2
PT: 1+06.43
PT
: 9
+4 8.
PT: 10+71.80
11+40.02
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+0011+00
L2
L2
L2
L24
C
C17
C18
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW DITCH CENTERLINE
-2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00
0.03%PV
I S
TA
. 0
+0 0.
EL
. 1
.9
PV
I S
TA
. 1
1+
.0
EL
. 1
.3
ELEVATIO
N
ALIGNMENT: DITCH 6
NUMBER
L21
C16
L22
C17
L24
C18
L23
LENGTH
105.19'
1.24'
744.40'
98.14'
74.22'
48.60'
68.22'
RADIUS
200.00'
74.00'
37.00'
LINE/CHORD DIRECTION
N00° 55' 44.91"E
N00° 45' 07.19"E
N00° 34' 29.46"E
N37° 25' 12.90"W
N75° 24' 55.27"W
N37° 47' 06.23"W
N00° 09' 17.19"W
START NORTHING
1652554.1357
1652659.3118
1652660.5484
1653404.9124
1653477.2704
1653495.9606
1653531.6684
START EASTING
2136945.4328
2136947.1385
2136947.1548
2136954.6232
2136899.2609
2136827.4289
2136799.7460
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
U
PD
AT
ED
A
LI
G N
M
EN
T
TA
BL
E
TI
TL
E
AS
P
AR
T O
F
AM
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-115
IT
C H
PL
AN
A
N D
P R
O
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
D1 DITCH 6 PLAN
SCALE: 1"=200'
A1 DITCH 6 PROFILE
VERTICAL SCALE: 1"=3' HORIZONTAL SCALE: 1"=60'
400'0 200'
0 3' 6' 60' 120'0
| Sheets and Views |
| 615-L - C-101 |
| 615-L - C-102 |
| 615-L - C-103 |
| 615-L - C-104 |
| 615-L - C-105 |
| 615-L - C-106 |
| 615-L - C-107 |
| MRL-Item-615L_Amendment-004-ditch alignments.pdf |
| Sheets and Views |
| 615-L - C-110 |
| 615-L - C-111 |
| 615-L - C-112 |
| 615-L - C-113 |
| 615-L - C-114 |
| 615-L - C-115 |
File details come from the government source that posted it. Updated .