B.08.Solicitation Drawings_FY25 Stone Repairs.pdf
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MARCH 2025
W912EE-25-B-A004
MS RIVER MI 616-326 AHP
STONE REPAIRS TO REVETMENT AND DIKES, FY 25
FC/MR&T, CHANNEL IMPROVEMENT PROGRAM
INDEFINITE DELIVERY/ INDEFINITE QUANTITY (ID/IQ)
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE
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G-002 VICINITY MAP
G-003 VICINITY MAP
G-004 VICINITY MAP
G-005 VICINITY MAP
G-006 VICINITY MAP
G-007 VICINITY MAP
G-008 VICINITY MAP
G-009 VICINITY MAP
G-0010 VICINITY MAP
G-0011 VICINITY MAP
G-0012 VICINITY MAP
G-0013 VICINITY MAP
C-502 LARGE DIKE BANKHEAD AND TYPICAL SECTIONS
C-503 SMALL BANKHEAD AND TYPICAL SECTIONS
© 2024 Microsoft Corporation Earthstar Geographics SIO © 2024 TomTom
BIG ISLAND
BENDWAY WEIRS
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LONGITUDINAL STONE DIKE
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0 20000'10000'A1 VICINITY MAP - RM 490 TO RM 464
HP 1
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5731+00 ####
6702+00 ####
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0 20000'10000'A1 VICINITY MAP - RM 463 TO RM 437
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0 20000'10000'A1 VICINITY MAP - RM 436 TO RM 410
GOLDBOTTOM
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REVETMENT
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0 20000'10000'A1 VICINITY MAP - RM 409 TO RM 382
DIKE 1U
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DIKE 3
DIKE 4
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0 20000'10000'A1 VICINITY MAP - RM 381 TO RM 363
SCALE: 1" = 5000'
N
MORVILLE REVETMENT
D
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DIKE 1R
DIKE 2R
DIKE 3R
DIKE 4R
DIKE 5R
DIKE 6R DIKE 1L
DIKE 2L
DIKE 1L
DIKE 2L
DIKE 1R
DIKE 2R
DIKE 3R
DIKE 4R
DIKE 3L
DIK
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CARTHAGE POINT
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OPPOSITE ESPERANCE POINT
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CARTHAGE REVETMENT
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0 20000'10000'A1 VICINITY MAP - RM 362 TO RM 340
SCALE: 1" = 5000'
N
AutoCAD SHX Text
STONE PAVING
BOUGERE BEND REVETMENT
BOUGERE BEND REVETMENT
DIKE 1R
DIKE 2R
DIKE 1
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DIKE 4
DIKE 1LDIKE 2L
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BUCK ISLAND
JACKSON POINT
FRITZ ISLAND
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0 20000'10000'A1 VICINITY MAP - RM 343 TO RM 320
00 50' 100'
1" = 50'
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AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text Tieback
AutoCAD SHX Text Tieback
AutoCAD SHX Text C
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text Top Bank
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text Top Bank
AutoCAD SHX Text Varies
AutoCAD SHX Text Area of Existing ACM
AutoCAD SHX Text Stone Toe Repair Placement
AutoCAD SHX Text Tieback
AutoCAD SHX Text River Stage Elevation Varies
AutoCAD SHX Text Existing Ground
AutoCAD SHX Text Bank Failure Area
AutoCAD SHX Text Upper Bank Stone Toe Placement
AutoCAD SHX Text
SECTION D-D
AutoCAD SHX Text Area of Bank Failure
AutoCAD SHX Text Existing Ground
AutoCAD SHX Text Upper Bank Stone Toe Placement
AutoCAD SHX Text
SECTION E-E
AutoCAD SHX Text Upper Bank Stone Toe Placement
AutoCAD SHX Text Existing Ground
AutoCAD SHX Text Stone Tiebacks Repair Placement
AutoCAD SHX Text Area of Existing ACM
AutoCAD SHX Text Stone Toe Repair Placement
AutoCAD SHX Text River Stage Elevation Varies
AutoCAD SHX Text Existing Ground
AutoCAD SHX Text Bank Failure Area
AutoCAD SHX Text
SECTION F-F
AutoCAD SHX Text Upper Bank Stone Repair
AutoCAD SHX Text
FLOW
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Upper Bank Stone Toe Placement
AutoCAD SHX Text
TYPICAL UPPER BANK STONE REPAIRS PLAN NO SCALE
AutoCAD SHX Text
TYPICAL SECTIONS STONE TOE AND UPPER BANK STONE REPAIRS NO SCALE
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text Varies
AutoCAD SHX Text
FLOW
AutoCAD SHX Text Slope of Natural Repose
AutoCAD SHX Text Existing Bank or Dike
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text Scour Hole
AutoCAD SHX Text
PLANS
AutoCAD SHX Text Top Bank
AutoCAD SHX Text Slope of Natural Repose
AutoCAD SHX Text Slope of Natural Repose
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
FLOW
AutoCAD SHX Text Existing Stone
AutoCAD SHX Text Existing Stone
AutoCAD SHX Text Existing Dike
AutoCAD SHX Text Existing Dike
AutoCAD SHX Text Existing Stone
AutoCAD SHX Text Varies
AutoCAD SHX Text Varies
AutoCAD SHX Text
TYPICAL DIKE REPAIRS NO SCALE
AutoCAD SHX Text Stone Repair
AutoCAD SHX Text Base Line
AutoCAD SHX Text Stone Repair
AutoCAD SHX Text Art. Conc. Upper Bank Paving
AutoCAD SHX Text Asphalt Upper Bank Paving
AutoCAD SHX Text Drainage Ditch
AutoCAD SHX Text
FLOW
AutoCAD SHX Text Iron Pipe
AutoCAD SHX Text Iron Pipe
AutoCAD SHX Text Art. Conc. Mattress
AutoCAD SHX Text Note: The drawings on this part of the sheet indicate typical dike repairs to be made under this contract.
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text Notes: SLOPE OF NATURAL REPOSE IS APPORXI- MATELY 1V ON 1.5H. GRADED STONE "A" TO BE USED IN MAKING REPAIRS. CROWN WIDTH OF REPAIRS MAY VARY FROM CROWN WIDTH OF EXISTING DIKE.
AutoCAD SHX Text
STONE TO BE PLACED IN DIKES, THIS CONTRACT
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
STONE TO BE PLACED IN STONE REPAIRS THIS CONTRACT
AutoCAD SHX Text Note: The drawings on this part of the sheet indicate typical stone repairs to be made under this contract.
AutoCAD SHX Text Stone Toe Placement
AutoCAD SHX Text Stone Upper Bank Repair
Note: Graded Stone "C" to be used as placement for stone repairs and stone toe/tieback placements. Stone toe/tiebacks can be of either of these types with a crown width or peaked. a slope of natural repose between a 1V on 1.25H and a 1v on 1.5h is to be applied to all stone toe/tiebacks.
T.
B.
SLOPE OF
NATURAL REPOSEEXISTING GROUND
SLOPE OF
NATURAL REPOSEVARIABLE CROWN WIDTH
VA
R
IA
BL
E
12' BOTTOM WIDTH
SLOPE = 1V:1.5HSLOPE = 1V:1.5H SLOPE = 1V:1.5H
C OF DIG IN
VA
R
IA
BL
E
FLOW
SLOPE = 1H:1V
SLOPE = 1H:1V
EXISTING GROUND
3' 7.
5'
CONSTRUCT 34.5'
CROWN WIDTH
TRANS.
CONSTRUCT 48'
CROWN WIDTH TRANS.
C STONE
BACKFILL
100' 200'
FL
O
W
EXISTING GROUND
C OF DIG IN
FLOW
BACKFILL
SLOPE = 1V:1.5H SLOPE = 1V:1.5HSLOPE = 1V:1.5H
12' BOTTOM WIDTH
3' M
IN
48' CROWN WIDTH
EXISTING GROUND
C OF DIG IN
FLOW
BACKFILL
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
12' BOTTOM WIDTH
3' M
IN
34.5' CROWN WIDTH
7.
5'
C-502 A7
C-502 C7
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C1 STONE REPAIRS - LARGE BANKHEAD TRANSITION - TYPICAL SECTION
SCALE: NTS
E4 STONE REPAIRS - LARGE DIKE BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )
SCALE: NTS
C7 STONE REPAIRS - LARGE BANKHEAD 48' CROWN DIG-IN - TYPICAL SECTION
SCALE: NTS
A7 STONE REPAIRS - LARGE BANKHEAD 34.5' CROWN DIG-IN - TYPICAL SECTION
SCALE: NTS
T.
B.
C OF DIG-IN
SLOPE = 1H:1V
EXISTING GROUND
C STONE
BACKFILL
FL
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50'
CONSTRUCT 17' CROWN WIDTH
TRANS.
(10' MIN.)
SLOPE OF
NATURAL REPOSEEXISTING GROUND
SLOPE OF
NATURAL REPOSEVARIABLE CROWN WIDTH
VA
R
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BL
E
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
C OF DIG IN
VA
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BL
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FLOW
5' BOTTOM WIDTH
EXISTING GROUND
C OF DIG IN
BACKFILL
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
5' BOTTOM WIDTH
5'
17' CROWN WIDTH
4'
C-503 A7
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E4 STONE REPAIRS - SMALL BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )
SCALE: NTS
C7 STONE REPAIRS - SMALL BANKHEAD TRANSITION - TYPICAL SECTION
SCALE:
A7 STONE REPAIRS - SMALL BANKHEAD 17' CROWN DIG-IN - TYPICAL SECTION
SCALE: NTS
| Sheets and Views |
| G-001 |
| Sheet 1 |
| G-002 |
| Sheet 1 |
| G-003 |
| Sheet 1 |
| G-004 |
| Sheet 1 |
| G-005 |
| Sheet 1 |
| G-006 |
| Sheet 1 |
| G-007 |
| Sheet 1 |
| G-008 |
| Sheet 1 |
| G-009 |
| Sheet 1 |
| G-0010 |
| Sheet 1 |
| G-0011 |
| Sheet 1 |
| G-0012 |
| Sheet 1 |
| G-0013 |
| Sheet 1 |
| C-501 |
| Sheet 1 |
| C-502 |
| Sheet 1 |
| C-503 |
| Sheet 1 |
File details come from the government source that posted it. Updated .