A22_AM_0004_Drawings.pdf
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- Attached to
- W912EE24B0002 - Mississippi River, RM 548. 3-R, FC/MR&T, Channel Improvement, Paradise Lake Closure
- Solicitation number
- W912EE24B0002
About this file
This document contains drawings and typical sections for a stone repair project on the Mississippi River. The drawings depict plan and profile views of an existing dike and call out details for repairs including constructing stone bankheads with 5-foot and 30-foot crowns, installing "A" and "C" stone, and tying into the existing ground slope of 1V:1.5H. The related federal contract opportunity is a solicitation from the US Army Corps of Engineers Vicksburg District for stone repairs to revetments and dikes on the Mississippi River from RM 548.3-R as part of the FC/MR&T Channel Improvement Program.
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Text version
90 90
M
ISSISSIPPI R
IVER
FLO
W
-4+00
-3+00
-2+00
-1+00
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
13+91.28
N: 1451842.8998 E: 2043401.7813
APPROX. BEGINNING OF DIKE
N: 1451940.7165 E: 2043471.2931
APPROX. END OF DIKE
N: 1453244.9392 E: 2044398.1174
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG DIKE CENTERLINE
-4+00 -3+00 -2+00 -1+00 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 14+41
-5.00:1
ST
A.
-2 +7
9.
EL
. 1
.0
ST
A.
2+
.0
EL
. 1
.0
LWRP 0 = EL. 95 LWRP 0 = EL. 95
CONSTRUCT 30' CROWN
+10 LWRP +10 LWRP
STA. -2+72.23
EL. 97.50
STA. -0+82.73
EL. 97.50
STA. -0+78.23
EL. 93.00
STA. 0+55.97
EL. 93.00+2.5 LWRP
-2 LWRP
LARGE BANKHEAD (SEE TYPICAL)
TRANS. FROM 30' CROWN TO 5' CROWN
CONSTRUCT 5' CROWN
TRANS. FROM 48' CROWN TO 30' CROWN
ST
A.
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0.
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EXCAVATE
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SHEET ID
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US Army Corps of Engineers
U .S
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C-101
AS
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BR
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PL
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D .H
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1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED MAY 2022.
3. SLOPE OF NATURAL REPOSE IS APPROX. 1V:1.5H.
4. LWRP IS 95 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 AND C-502 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD
83.
7. VERTICAL COORDINATE SYSTEM: N.A.V.D. 88
NOTES
LEGEND
"A" STONE
DEGRADE STONE
CENTERLINE OF DIKE
CROWN OF DIKE
TOE OF DIKE
D1 ASHBROOK-MILLER BEND DIKE 2R - RM 547.7-R - PLAN
SCALE: 1"=100'
N
A1 ASHBROOK-MILLER BEND DIKE 2R - RM 547.7-R - PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=20'
100' 200'0
100' 200'0
COMPLETED BY OTHERS
M
IN
M
IN
48' CROWN WIDTH
.5
.5
34.5' CROWN WIDTH
CROWN WIDTH
CONSTRUCT 34.5'
CROWN WIDTH
CONSTRUCT 48'
TRANS.
V A
R
IA
B L E
VARIABLE CROWN WIDTH
100' 200'
TRANS.
12' BOTTOM WIDTH
12' BOTTOM WIDTH12' BOTTOM WIDTH
S O
L
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IT
A T
IO
N N
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D E
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D B
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D E
S C
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg4:47:49 PM 8/14/2023 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Stone Repairs/MS River CI Stone Repairs to Revetments and Dikes FY 23/30000 - Planning & Engineering & Design/30AA0 - Engineerin
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C7
SCALE: NTS
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A7
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
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T P
R O
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A M
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W E
E -2
-B -0
W E
E -2
-D -0
A U
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S T
A7
C-502
C7
C-502
C1
C-502
CONSTRUCT 5' CROWN
CONSTRUCT 30' CROWN
-1.50:1
-1.50:1 -1.50:1
-1.50:1
CENTERLINE OF DIKE
CENTERLINE OF DIKE
TIE TO EXISTING GROUND
TIE TO EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
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C
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D
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D R
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IS
SU
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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
AN
SI
D
W
2E E-
-D
-0
W
2E E-
-B
-0
AU
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BU
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BU
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(ID
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FC
/M
R &T
, C H
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PR
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M
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PR
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ST
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M
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M I 6
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A
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TASK ORDER 1
C-502
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BR
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M
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20' 40'0
E3 ASHBROOK-MILLER BEND DIKE 2R - RM 547.7-R - 5' CROWN TYPICAL SECTION
SCALE: 1'=20'
B3 ASHBROOK-MILLER BEND DIKE 2R - RM 547.7-R - 30' CROWN TYPICAL SECTION
SCALE: 1'=20'
20' 40'0
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