A.02.AM 0002 PLANS_C-106_Attach 2of3_MRL 611L.pdf
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- Solicitation number
- W912EE26RA004
About this file
This is a contract plan sheet for a seepage remediation project issued by the U.S. Army Corps of Engineers, Vicksburg District. The solicitation number is W912EE26RA004, dated November 2025, and is amended after advertised (Amended After Advertised C-106, with Amendment 002 added in January 2026). The project involves seepage remediation work on the East Bank Mississippi River Levees in Bolivar County, Mississippi, specifically for the Deeson Item 611-L area covering stations 661+00 to 677+00.
This is Sheet 6 of 6 of the plan set and depicts an aerial photograph with detailed engineering overlays showing the project footprint, right-of-way limits, baseline, cone penetrometer test locations, foundation borings, and borrow borings. The plan uses NAD83/HARN horizontal datum and NAVD88 vertical datum with all measurements in U.S. survey feet. Key specifications include contractor requirements to add 3/8 tons per linear foot of gravel surfacing to the levee crown after berm construction and to construct a berm with silt fence consistent with right-of-way limits. The sheet references additional details on related sheets (C-502 for ramp details, C-602 for utility call-outs, R-101 through R-601 for row layout information, and S-101 and S-501 for water control structure details). CPT data is available upon request.
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Text version
EEEEEE
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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
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6.
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PI: 656+63.05
PI
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PI
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4.
PI: 694+15.51
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AMENDED AFTER ADVERTISED
C-106
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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-502.
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'
N
A
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