W912EE22B0006_DRAWINGS.pdf
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
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G-001
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STONE REPAIRS TO REVETMENT AND DIKES, FY22
MS RIVER MI 616-326 AHP
VICKSBURG DISTRICT
C O
V E
R S
H E
E T
Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
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INDEFINITE DELIVERY/INDEFINITE QUANTITY (ID/IQ)
AS ADVERTISE
W912EE-22-B-0006
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LOCALITY MAP
WEIRS
VICTORIA BEND
DIKES
REFUGE
DIKE
WARFIELD PT
DIKES
AJAX BAR
DIKE
OZARK ISLAND
DIKES
ABOVE OZARK
MI
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BEN LOMONDREVET
BALESHED - STACK ISLAND
REVET
MAYERSVILLE
DIKES
CORREGIDOR
DIKES
CHUTE
ANCONIA
PROJECT
HARBOR
GREENVILLE
DIKES
LELAND BAR
DIKES
BELOW PRENTISS
SMITH POINT DIKES
ISLAND 70 DIKES
(Memphis Dist.)
DIKES
BELOW KNOWLTON
34°00'
33°45'
91°15'
91°15' 91°00'
32°45'
91°15'
91°00'
91°00'
WORK SAFELY
VAUCLUSE 534.0R
DENNIS REVET
SMITH POINT REVET
LAKE CONCORDIA REVET
OZARK REVET
CYPRESS BEND REVET
EUTAW - MOUNDS REVET
ISLAND 82 REVET
ISLAND 84 REVET
MILLER BEND REVET
VAUCLUSE REVET
CAROLINA REVET
REVET
SARAH ISLAND - OPOSSUM POINT
REVET
CRACRAFT
REVET
WORTHINGTON
REVET
WALNUT POINT - KENTUCKY BEND
REVET
WALNUT POINT - KENTUCKY BEND
REVET
SUNNYSIDE - LAKEPORT
REVET
SUNNYSIDE - LAKEPORT
REVET
WARFIELD POINT
LELAND - LAGRANGE REVET
REVET
TARPLEY ISLAND
REVET
ASHBROOK ISLAND
REVET
ARKANSAS CITY - YELLOW BEND
REVET
CATFISH POINT
REVET
PRENTISS
REVET
ROSEDALE BEND
REVET
KLONDIKE
REVET
VICTORIA - TERRENE
REVET
BIG ISLAND
(Memphis Dist.)
CESSIONS REVET
REVET
HUNTINGTON POINT
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NEWTOWN BEND
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CUTOFF
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ARCADIA PT.
DIKES
TENNESSEE BAR
DIKES
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DIKES
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DIKES
ESPERANCE PT.
DIKES
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DIKES
WILLOW CUTOFF
ASHLAND REVET
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REVET
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REVET
BEN LOMOND
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REVET
FILTER - COTTONWOOD
TRENCHFILL REVET
COTTONWOOD BAR
REVET
GOODRICH
REVET
BELLE ISLAND
REVET
MILLIKEN BEND
POINT REVET
MARSHALL - BROWNS
REVET
FALSE POINT
DELTA POINT REVET
KINGS POINT - OPPOSITE
REVET
DELTA POINT
TERMINAL REVET
BARGE LINE
REVET
RACETRACK
REVET
REID - BEDFORD
REVET
DIAMOND
REVET
OAK BEND
DIKES
TOGO ISLAND
REVET
LAKE KARNAC
REVET
TOGO ISLAND
REVET
POINT PLEASANT
DIKES
YUCATAN
REVET
GRAND GULF
REVET
GRAND GULF
REVET
HARDSCRABBLE
REVET
GOLDBOTTOM
DIKES
TOWHEAD
SPITHEAD
DIKES
COTTAGE BEND
EXTENSION REVET
GOLDBOTTOM DETACHED
DIKES
BR0WNS FIELD
REVET
BROWNS FIELD
DIKES
BONFUTSNT TH
REVET
KEMPE BEND
REVET
GIBSON
REVET
GILES CUTOFF
DIKES
NATCHEZ ISLAND FIELD REVET
VIDALIA CASTING
CARTHAGE REVET
REVET
MORVILLE - ST. CATHERINE
REVET
RAILROAD LANDING
REVET
GLASSCOCK CUTOFF
REVET
DEADMANS BEND
DIKES
JACKSON POINT
REVET
BOUGERE BEND
REVET
FILTER - COTTONWOOD
91°15' 91°00' 91°15'91°30' 91°00'
32°00'
31°45'
31°30'
31°15'
31°30'
91°15'
91°00'
32°45'
32°30'
32°15'
91°15' 91°00'
DIKES
ESPERANCE PT.
OPPOSITE
DIKES
RIFLE POINT DIKES
RIFLE POINT
OPPOSITE
LOCALITY MAP
DIKES
AJAX BAR
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Varies
Tieback
Bank Failure Area
Bank Failure Area
Varies
Varies
Varies Varies
Varies
Varies
Varies Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
Varies
SECTION D-D
SECTION E-E
SECTION F-F
SECTION A-A
SECTION B-B
SECTION C-C
Scour Hole
PLANS
to which repairs are to be made under this contract.
side of this sheet indicate typical bank protection
This drawing and the typicals on the right
Note:
T i e b a c k
T i e b a c k
Top Bank
Bank
Top
Area of Existing ACM
Repair Placement
Stone Toe
River Stage Elevation Varies
Ground
Existing
Toe Placement
Upper Bank Stone
Area of Bank Failure
Ground
Existing
Toe Placement
Upper Bank Stone
Toe Placement
Upper Bank Stone
Ground
Existing Repair Placement
Stone Tiebacks
Area of Existing ACM
Repair Placement
Stone Toe
River Stage Elevation Varies Ground
Existing
Stone Repair
Upper Bank
FLOW
Toe Placement
Upper Bank Stone
NO SCALE
STONE REPAIRS PLAN
TYPICAL UPPER BANK
NO SCALE
UPPER BANK STONE REPAIRS
AND
TYPICAL SECTIONS STONE TOE
FLOW
Repose
Natural
Slope of or Dike
Existing Bank
Top Bank
Repose
Natural
Slope of Repose
Natural
Slope of
FLOW
F L
O W
Stone
Existing
Stone
Existing
Dike
Existing
Dike
Existing
Stone
Existing
NO SCALE
TYPICAL DIKE REPAIRS
Stone Repair
Base Line
Stone Repair
Bank Paving
Art. Conc. Upper
Bank Paving
Asphalt Upper
Drainage Ditch
FLOW
I r o n
P i p e
I r o n i p e
Art. Conc. Mattress typical dike repairs to be made under this contract.
The drawings on this part of the sheet indicate
Note:
LEGEND
FROM CROWN WIDTH OF EXISTING DIKE.
CROWN WIDTH OF REPAIRS MAY VARY
MAKING REPAIRS.
GRADED STONE "A" TO BE USED IN
MATELY 1V ON 1.25H.
SLOPE OF NATURAL REPOSE IS APPORXI-
Notes:
THIS CONTRACT
STONE TO BE PLACED IN DIKES,
LEGEND
THIS CONTRACT
STONE TO BE PLACED IN STONE REPAIRS
typical stone repairs to be made under this contract.
The drawings on this part of the sheet indicate
Note:
Stone Toe Placement
Bank Repair
Stone Upper to be applied to all stone toe/tiebacks.
repose between a 1V on 1.25H and a 1v on 1.5h is with a crown width or peaked. a slope of natural
Stone toe/tiebacks can be of either of these types for stone repairs and stone toe/tieback placements.
Graded Stone "C" to be used as placement
Note:
C
C
C
C
CCC
C
C
C
C
F
F
D
D
E E
A
A
B
B
CC
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48' CROWN WIDTH
.5
.5
34.5' CROWN WIDTH
CROWN WIDTH
CONSTRUCT 34.5'
CROWN WIDTH
CONSTRUCT 48'
TRANS.
V A
R
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B L E
VARIABLE CROWN WIDTH
100' 200'
TRANS.
12' BOTTOM WIDTH
12' BOTTOM WIDTH12' BOTTOM WIDTH
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BACK FILL
"C" STONE
T .B
EXISTING GROUND
F L
O W
LC OF DIG-IN
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
BACK FILL
EXISTING GROUND
FLOW
LC OF DIG-IN
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
BACK FILL
EXISTING GROUND
FLOW
SLOPE = 1H:1V
LC OF DIG-IN
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
VARIABLE
NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF
EXISTING GROUND
FLOW
SLOPE = 1H:1V
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SCALE: NTS
C1
SCALE: NTS
STONE REPAIRS - LARGE BANKHEAD 27.5' CROWN DIG-IN - TYPICAL SECTION
STONE REPAIRS - LARGE BANKHEAD 41' CROWN DIG-IN - TYPICAL SECTION
E3
STONE REPAIRS - LARGE DIKE BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )
SCALE: NTS
STONE REPAIRS - LARGE BANKHEAD TRANSITION - TYPICAL SECTION
F C /M
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C7
C-502
C1
5' BOTTOM WIDTH
5' BOTTOM WIDTH
V A
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B L E
VARIABLE CROWN WIDTH
TRANS.
50'
CONSTRUCT 17' CROWN WIDTH
17' CROWN WIDTH
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"C" STONE
T .B
EXISTING GROUND
F L
O W
LC OF DIG-IN
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
BACK FILL
EXISTING GROUND
FLOW
LC OF DIG-IN
SLOPE = 1V:1.5H SLOPE = 1V:1.5H
VARIABLE
NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF
EXISTING GROUND
FLOW
SLOPE = 1H:1V
(10' MIN.)
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E F
IN
IT
E D
E L
IV
E R
Y /I
N D
E F
IN
IT
E Q
U A
N T
IT
Y
ID
/I
Q
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
O N
E R
E P
A
IR
S T
O R
E V
E T
M E
N T A
N D D
IK
E S F
Y
M S R
IV
E R M
I -3
A
H P
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
C7
SCALE: NTS
D
H E
R R P .E
AS ADVERTISE
A7
STONE REPAIRS - SMALL BANKHEAD 17' CROWN DIG-IN - TYPICAL SECTION
SCALE: NTS
STONE REPAIRS - SMALL BANKHEAD TRANSITION - TYPICAL SECTION
S M
A L L B
A N
K H
E A
D T
Y P
IC
A L S
E C
T
IO
N S
E4
STONE REPAIRS - SMALL BANKHEAD - TYPICAL SECTION ( LOOKING UPSTREAM )
SCALE: NTS
F C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T P
R O
G R
A M
W E
E -2
-B -0
A7
C7
| FY22 Stone Repairs_G-001 |
| FY22 Stone Repairs_G-002 |
| FY22 Stone Repairs_G-003 |
| FY22 Stone Repairs_C-501 |
| FY22 Stone Repairs_C-502 |
| FY22 Stone Repairs_C-503 |
File details come from the government source that posted it. Updated .