Sample.Plans-Ajax.Bar.pdf
PDF 25 MB Posted
- Solicitation number
- W912EE25R0001
About this file
These technical engineering drawings detail stone dike construction for the U.S. Army Corps of Engineers Vicksburg District along the Mississippi River, specifically for the Ajax Bar, Ben Lomond, and Baleshed Landing Dikes project located in Issaquena County, Mississippi and East Carroll Parish, Louisiana. The project involves constructing multiple stone dikes with varying crown widths (ranging from 5 to 48 feet) and utilizing a dig-in technique, with dike locations at river miles 484-489.
The technical drawings provide comprehensive engineering specifications, including detailed cross-sections, profile views, and typical sections for multiple dike structures (Ajax Bar Dikes 1L and 2L, Baleshed Landing Dike 6, Ben Lomond Dikes 1U, 1L, and 2U). The project's structural design incorporates specific geological considerations such as a natural repose slope varying from 1V:1.25H to 1V:1.5H, with a Low Water Reference Plane (LWRP) of 68 feet NAVD 88. The documentation includes precise coordinate references, construction limits, and structural azimuth lines, indicating a highly technical and meticulously planned river stabilization and channel improvement initiative.
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| File | Type | Posted |
|---|---|---|
| Sample.Plans-Bougere.pdf | ||
| FINAL.RFP.W912EE25R0001.Stone.MATOC.pdf |
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AND BALESHED LANDING DIKES, MS, RM 487-L
STONE DIKE CONSTRUCTION AJAX BAR, BEN LOMOND,
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M
IS
S
IS
S
IP
P I
R
IV
E R
STRUCTURE AZIMUTH LINE 83° 30' 00"
-20
-20
32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
-20
-20
32+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
L.W.R.P. 64 L.W.R.P. 64
ORIGINAL S.A.L.
ORIGINAL S.A.L.
10FT UPSTREAM OF
+16 LWRP
1V ON 5H
NOTES
LEGEND
"A" STONE
STRUCTURAL AZIMUTH LINE
SEE SHEET C-101 FOR AZIMUTH AND IRON ROD LOCATIONS.10.
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-501 FOR TYPICAL DETAILS.5.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:11:37 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
S
K S
B U
R G
M
IS
S
IS
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P I
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B U
R G D
IS
T R
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D
W A
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A C
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J
B R
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N
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B R
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N D
O L P
H P .E
C-102
F
R O
M O
R
IG
IN
A L S .A .L
AS ADVERTISE
VERTICAL SCALE: 1" = 20'
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
D1
AJAX BAR DIKE 1L, RM 484.4 - PLAN
SCALE: 1" = 100' 100' 200'0
N
A1
AJAX BAR DIKE 1L, RM 484.4 - PROFILE
100' 200'0HORIZONTAL SCALE: 1" = 100'
A N
D B
A L E
S H
E D L
A N
D
IN
G D
IK
E S
M S
R M
-L
S T
O N
E D
IK
E C
O N
S T
R U
C T
IO
N A
J A
X B
A R
B E
N L
O M
O N
D
F C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
M
IS
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
R
IV
E R
W E
E -1
-B -0
A J
A X B
A R D
IK
E
L
R M
.4
P L
A N P
R O
F
IL
80 80
50 5
70 70
70 70
75 75
LIMITS OF DIKE CONSTRUCTION - CONSTRUCT 5' CROWN WIDTH 40' ,UPSTREAM OF ORIGINAL S.A.L.
LIMITS OF STONE DIKE CONSTRUCTION
L.W.R.P. 64
DISTANCE IN FEET FROM STATION 0+00 ALONG STRUCTURE AZIMUTH LINE OF DIKE
+ 17 LWRP
TRANSSTRUC AZ LINE 30' UPSTREAM OF ORIGINAL STRUC AZ LINE
PEAKED STONE TRANS
5' CROWN WIDTH 14' CROWN WIDTH
40' U/S ORIG S.A.L. 30' U/S ORIGINAL S.A.L.
0 5
TRANS TRANSTRANS
TRANS
20' U/S ORIG S.A.L.
JUL - NOV 87
JUL 79 - FEB 80
1 AUG - 17 SEPT 86
AUG - SEP 86
17 JUL - 2 AUG 97
46+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0059+0060+0061+0062+0063+0064+0065+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D
ORIGINAL S.A.L.
+16 LWRP
+16 LWRP
OF ORIGINAL S.A.L.
PROFILE 40' UPSTREAM
L.W.R.P 64
1V ON 5H SLOPE
STRUC AZ 83° 30' 00"
F L
O W
M
IS
S
IS
S
IP
P I
R
IV
E R
NOTES
LEGEND
"A" STONE
STRUCTURAL AZIMUTH LINE
SEE SHEET C-101 FOR AZIMUTH AND IRON ROD LOCATIONS.10.
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-501 FOR TYPICAL DETAILS.5.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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D B
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D A
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C O
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R A
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C H
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D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:11:42 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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C-110
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H P .E
AS ADVERTISE
R
IV
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T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
E1
AJAX BAR DIKE 2L, RM 483.9 - PLAN
SCALE: 1" = 100' 100' 200'0
N
VERTICAL SCALE: 1" = 20'
A1
AJAX BAR DIKE 2L, RM 483.9 - PROFILE
100' 200'0HORIZONTAL SCALE: 1" = 100'
P L
A N P
R O
F
IL
E
A N
D B
A L E
S H
E D L
A N
D
IN
G D
IK
E S
M S
R M
-L
S T
O N
E D
IK
E C
O N
S T
R U
C T
IO
N A
J A
X B
A R
B E
N L
O M
O N
D
F C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
M
IS
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
R
IV
E R
W E
E -1
-B -0
A J
A X B
A R D
IK
E
L
R M
.9
36 FT CROWN
TRANS.CONSTRUCT 15 FT CROWN WIDTH CONSTRUCT 48 FT CROWN WIDTH
LIMITS OF STONE DIKE CONSTRUCTION
46+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+0051+5052+0052+5053+0053+5054+0054+5055+0055+5056+0056+5057+0057+5058+0058+5059+0059+50
EXISTING GROUND
EXISTING DIKE
+5 LWRP +5 LWRP
+34 LWRP
TIE TO GROUND
SLOPE = 1V:5H
SLOPE = 1V:5H
S T
A .0
S T
A .5
S T
A .3
E L .0
S T
A .5
E L .0
S T
A .5
E L .0
S T
A .0
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
(TYP.)
12 FT DIG-IN
LWRP = 68
S T
A .5
(APPROX. LOCATION)
TIE TO EXISTING DIKE
LWRP = 68
+22 LWRP
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE/
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-502 FOR TYPICAL DETAILS.5.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
RIGHT OF WAY
STRUCTURAL AZIMUTH LINE
300°25'39.35"
S T
A
S T
A
E=2049536.41
N=1213634.32
END DIKE CONSTRUCTION
M
IS
S
IS
S
IP
P I
R
IV
E R
F L
O W
EXISTING DIKE
E=2050548.35
N=1213039.96
BEGIN DIKE CONSTRUCTION
N .4
E .7
E=2050306.1037 N=1213530.1603
APPROX. WATER'S EDGE
E=2050817.1550 N=1213229.9972
E=2050598.7582 N=1212662.4335
E=2050100.1359 N=1212955.2964
APPROX. WATER'S EDGE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:13:07 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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W A
L L
A C
E P .E
P L
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C-120
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N
V
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IC
T
A2 100' 200'0HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 20'
D1
SCALE: 1" = 100' 100' 200'0
N
BALESHED LANDING DIKE 6 - PROFILE
BALESHED LANDING DIKE 6, RM 489.9 - PLAN
B A
L E
S H
E D L
A N
D
IN
G D
IK
E
R M
.9
W E
E -1
-B -0
F C /M
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C H
A N
N E
L I
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M E
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M
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A R
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R
TRANS.
TRANS.
CONSTRUCT 15 FT CROWN CONSTRUCT 48 FT CONSTRUCT
LIMITS OF STONE DIKE CONSTRUCTION
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
U E D
A T
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B
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E
F
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2 3 4 5 6 7 8 9 10
SHEET ID
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A R
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E E
R S
-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+00
EXISTING GROUND
S T
A .0
S T
A .2
S T
A .0
S T
A .8
S T
A .8
SLOPE = 1V:1.5H
TIE TO GROUND
SLOPE = 1V:5H
CROWN
SLOPE = 1V:5H
+5 LWRP
+5 LWRP
+36 LWRP
LWRP = 68
E L .0
E L .0
S T
A .0
E L .0
S T
A .0
E L .0
S T
A .0
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
(TYP.)
12 FT DIG-IN
(TYP.)
7.5 FT DIG-IN
S T
A .3
34.5 FT CROWN
LWRP = 68
+28.5 LWRP
+24 LWRP
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE/
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-502 FOR TYPICAL DETAILS.5.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
RIGHT OF WAY
E=2048585.38
N=1211503.05
END DIKE CONSTRUCTION
S T
A
E=2049857.34
N=1211037.99
BEGIN DIKE CONSTRUCTION
S T
A
M
IS
S
IS
S
IP
P I
R
IV
E R
STRUCTUAL AZIMUTH LINE
290°05'01.34"
F L
O W
-4
-3
-2
-1
E=2049574.4341 N=1211460.8545
APPROX. WATER'S EDGE
E=2050067.0826 N=1211280.7296
E=2049851.5761 N=1210720.6773
E=2049364.1932 N=1210898.8769
APPROX. WATER'S EDGE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:13:53 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
S
W A
L L
A C
E P .E
P L
A N P
R O
F
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C H
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M
IS
S
IS
S
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T A
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IO
N S
E C
T
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N
V
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K S
B U
R G D
IS
T R
IC
T
VERTICAL SCALE: 1" = 20'
D1
SCALE: 1" = 100' 100' 200'0
N
A1
BEN LOMOND DIKE 2U - PROFILE
100' 200'0HORIZONTAL SCALE: 1" = 100'
B E
N L
O M
O N
D D
IK
E
U
R M
.5
BEN LOMOND DIKE 2U, RM 489.5 - PLAN
W E
E -1
-B -0
F C /M
R
T
C H
A N
N E
L I
M P
R O
V E
M E
N T
M
IS
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M
IS
S
IS
S
IP
P I
R
IV
E R
A N
D B
A L E
S H
E D L
A N
D
IN
G D
IK
E S
M S
R M
-L
S T
O N
E D
IK
E C
O N
S T
R U
C T
IO
N A
J A
X B
A R
B E
N L
O M
O N
TRANS.
TRANS.
CONSTRUCT 15 FT CROWN CONSTRUCT 48 FT CONSTRUCT
LIMITS OF STONE DIKE CONSTRUCTION
-2+50-2+00-1+50-1+00-0+500+000+501+001+502+002+503+003+504+004+505+005+506+006+507+007+508+008+509+009+5010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+00
S T
A .0
E L .0
E L .0
S T
A .2
E L .0
S T
A .2
E L .0
S T
A .0
S T
A .2
S T
A .0
S T
A .7
S T
A .8
EXISTING GROUND
SLOPE = 1V:1.5H
TIE TO GROUND
SLOPE = 1V:5H
CROWN 34.5 FT CROWN
+5 LWRP +5 LWRP
+22 LWRP
LWRP = 68
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
(TYP.)
12 FT DIG-IN
(TYP.)
7.5 FT DIG-IN
SLOPE = 1V:5H
S T
A .5
LWRP = 68
+14.5 LWRP
+10 LWRP
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE/
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-502 FOR TYPICAL DETAILS.5.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
RIGHT OF WAY
STRUCTURAL AZIMUTH LINE
287°43'38.48"
-2
-1
S T
A
S T
A
E=2049112.00 N=1208889.76
BEGIN DIKE CONSTRUCTION
E=2047832.21 N=1209298.86
END DIKE CONSTRUCTION
M
IS
S
IS
S
IP
P I
R
IV
E R
F L
O W
E=2048827.3994 N=1209295.6912
APPROX. WATER'S EDGE
E=2049251.1245 N=1209160.2403
E=2049035.2863 N=1208599.3261
E=2048610.1371 N=1208735.2322
APPROX. WATER'S EDGE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:14:39 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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N
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IS
T R
IC
T
VERTICAL SCALE: 1" = 20'
A1
BEN LOMOND DIKE 1U - PROFILE
100' 200'0HORIZONTAL SCALE: 1" = 100'
D1
SCALE: 1" = 100' 100' 200'0
N
B E
N L
O M
O N
D D
IK
E
U
R M
.1
BEN LOMOND DIKE 1U, RM 489.1 - PLAN
W E
E -1
-B -0
F C /M
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D B
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S C
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S
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B M
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T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
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
5 FT CROWN
CONSTRUCT 15 FT CROWN
LIMITS OF STONE DIKE CONSTRUCTION
41+0041+5042+0042+5043+0043+5044+0044+5045+0045+5046+0046+5047+0047+5048+0048+5049+0049+5050+0050+5051+00
S T
A .8
E L .0
S T
A .8
E L .0
E L .0
S T
A .0
TIE TO GROUND
SLOPE = 1V:5H
+5 LWRP +5 LWRP
S T
A .8
TIE TO GROUND
SLOPE = 1V:5H
+12 LWRP
EXISTING DIKE
LWRP = 68
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
E L E
V A
T
IO
N I
N F
E E
T
N A
V D
GROUND
EXISTING
S T
A .7
LWRP = 68
NOTES
LEGEND
"A" STONE
TOE OF DIKE
CROWN OF DIKE
CENTERLINE OF DIKE
STRUCTURAL AZIMUTH LINE/
PROFILE STATIONING IS CUT ALONG THE STRUCTURAL AZIMUTH LINE.9.
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS 8.
VERTICAL COORDINATE SYSTEM: N.A.V.D. 88.7.
NAD83(HARN).
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, 6.
SEE SHEET C-502 FOR TYPICAL DETAILS.5.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.4.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.3.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 2017.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
RIGHT OF WAY
E=2047119.75
N=1207087.91
END DIKE CONSTRUCTION
E=2047785.16
N=1206872.47
BEGIN DIKE CONSTRUCTION
STRUCTURAL AZIMUTH LINE
287°56'27.51"
S T
A
S T
A
M
IS
S
IS
S
IP
P I
R
IV
E R
F L
O W
EXISTING DIKE
E=2047621.3330 N=1206610.1798
APPROX. WATER'S EDGE
E=2048198.0193 N=1206423.4597
E=2047838.8644 N=1207170.4138
APPROX. WATER'S EDGE
E=2048413.8123 N=1206984.2565
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:24 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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B U
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T R
IC
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VERTICAL SCALE: 1" = 20'
A1
BEN LOMOND DIKE 1L - PROFILE
100' 200'0HORIZONTAL SCALE: 1" = 100'
D1
SCALE: 1" = 100' 100' 200'0
N
B E
N L
O M
O N
D D
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L
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.5
BEN LOMOND DIKE 1L, RM 488.5 - PLAN
W E
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-B -0
F C /M
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S T
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N A
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®of Engineers
US Army Corps
U .S
A R
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N G
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E E
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CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
ORIGINAL S.A.L.
10' UPSTREAM OF
ORIGINAL S.A.L.
10' UPSTREAM OF
ORIGINAL S.A.L.
10' UPSTREAM OF
ORIGINAL S.A.L.
10' UPSTREAM OF
ORIGINAL S.A.L.
10' UPSTREAM OF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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IO
N
A
M A
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S
IZ
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S U
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T E
D B
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D A
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C O
N T
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C T N
O
C H
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D B
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D R
A W
N B
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IS
S
U E D
A T
E
B
C
D
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F
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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
0 20 40 60 80 100
0 20 40 60 80 100
0 20 40 60 80 100
0 20 40 60 80 100
0 20 40 60 80 100
0 20 40 60 80 100
NO WORK
E L E
V A
T
IO
N N .A .V .D
E L E
V A
T
IO
N N .A .V .D
E L E
V A
T
IO
N N .A .V .D
E L E
V A
T
IO
N N .A .V .D
E L E
V A
T
IO
N N .A .V .D
L.W.R.P. 64 L.W.R.P. 64L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
E L E
V A
T
IO
N N .A .V .D
38+00 41+00
42+00
43+0040+00
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
2017 SURVEY
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
39+00
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:40 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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P I
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B U
R G D
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T R
IC
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A1
SCALE: 1" = 100'
AJAX BAR DIKE 1L - CROSS SECTIONS
D
W A
L L
A C
E P .E
C-301
J
B R
O W
N
J
B R
O W
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N D
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-B -0
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A S
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IS
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AS ADVERTISE
ORIGINAL S.A.L.
10' UPSTREAM OF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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N
A
M A
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IZ
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S U
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T E
D B
Y
D A
T E
C O
N T
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C T N
O
C H
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D B
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D R
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IS
S
U E D
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B
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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
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P S O
F E
N G
IN
E E
R S
0 20 40 60 80 100
E L E
V A
T
IO
N N .A .V .D
L.W.R.P. 64 L.W.R.P. 64
44+00
-100 -80 -60 -40 -20
ORIGINAL S.A.L.
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:45 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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A1
SCALE: 1" = 100'
AJAX BAR DIKE 1L - CROSS SECTIONS
D
W A
L L
A C
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C-302
J
B R
O W
N
J
B R
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N D
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C H
A N
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M
IS
IS
S
IS
S
IP
P I
R
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E R B
A S
IN
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S
IS
S
IP
P I
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CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
CONSTRUCT 5' CROWN WITDH
ORIGINAL S.A.L.
40' UPSTREAM OF
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
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S U
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D B
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D A
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C O
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C H
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D B
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D R
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B
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SHEET ID
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US Army Corps
U .S
A R
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F E
N G
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E L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
E L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
E
L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
E L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
E L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
E L E
V A
T
IO
N N .A .V .D
0 20 40 60 80 100
L.W.R.P. 64 L.W.R.P. 64L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
54+00
55+00
53+00 56+00
57+00
58+00
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:48 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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T R
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T
A1
SCALE: 1" = 100'
AJAX BAR DIKE 2L - CROSS SECTIONS
D
W A
L L
A C
E P .E
C-310
J
B R
O W
N
J
B R
O W
N
D
R A
N D
O L P
H P .E
W E
E -1
-B -0
S T
A T
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T A
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IV
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T A
B
IL
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A T
IO
N S
E C
T
IO
N
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S S S
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N S
A N
D B
A L E
S H
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A N
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IN
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M S
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S T
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S T
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N A
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A R
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IS
IS
S
IS
S
IP
P I
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A S
IN
M
IS
S
IS
S
IP
P I
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IV
E R
CONSTRUCT 5' CROWN WITDH CONSTRUCT 5' CROWN WITDH
CONSTRUCT 5' CROWN WITDH
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
ORIGINAL S.A.L.
40' UPSTREAM OF
S O
L
IC
IT
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A R
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E L E
V A
T
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N N .A .V .D
0 20 40 60 80 100
100110
E L E
V A
T
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N N .A .V .D
0 20 40 60 80 100
E
L E
V A
T
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N N .A .V .D
0 20 40 60 80 100
E L E
V A
T
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N N .A .V .D
0 20 40 60 80 100
100110
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V A
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N N .A .V .D
0 20 40 60 80 100
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N N .A .V .D
0 20 40 60 80 100
NO WORKL.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64L.W.R.P. 64 L.W.R.P. 64
L.W.R.P. 64 L.W.R.P. 64
61+00
60+00
59+00 62+00
63+00
64+00
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
-100 -80 -60 -40 -20
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
ORIGINAL S.A.L.
ORIGINAL S.A.L.
ORIGINAL S.A.L.
ORIGINAL S.A.L.
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-501 FOR TYPICAL DETAILS.6.
LWRP IS 64 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20153.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:52 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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12 FT BOTTOM WIDTH
48 FT. CROWN WIDTH
F
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12 FT BOTTOM WIDTH
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AZIMUTH LINE
C OF DIKE / STRUCTURALL
TIE TO EXISTING DIKE
DIG-IN PORTION OF DIKE.
BEGIN EXCAVATION FOR
STA. 49+00 STA. 52+00
STA. 48+00 STA. 51+00
STA. 50+00
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
BACKFILL
SLOPE = 1V:1.5H
BACKFILL
SLOPE = 1V:1.5H
SLOPE = 1V:1.5H
STA. 47+00
EXISTING STONE
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
EXISTING STONE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:15:56 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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STA. 55+00 STA. 58+00
STA. 54+00 STA. 57+00
STA. 53+00 STA. 56+00
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALLAZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OFNATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:00 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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140 140
140140
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0 20 40 60 80 100-20-40-60-80-100
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AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
AZIMUTH LINE
C OF DIKE / STRUCTURALL
DIG-IN PORTION OF DIKE
BEGIN EXCAVATION FOR
NO WORK
STA. 1+00 STA. 4+00
STA. 0+00 STA. 3+00
STA. -1+00 STA. 2+00
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
SLOPE = 1V:1.5H
BACKFILL
SLOPE = 1V:1.5H
BACKFILL
SLOPE = 1V:1.5H
BACKFILL
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:11 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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L E
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N F
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0 20 40 60 80 100-20-40-60-80-100
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N F
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0 20 40 60 80 100-20-40-60-80-100
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N I
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0 20 40 60 80 100-20-40-60-80-100
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OFNATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
STA. 7+00 STA. 10+00
STA. 6+00 STA. 9+00
STA. 5+00 STA. 8+00
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:15 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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0 20 40 60 80 100-20-40-60-80-100
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND EXISTING GROUND
NO WORK
STA. 13+00
STA. 12+00
STA. 11+00 STA. 14+00
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:19 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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F
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48 FT. CROWN WIDTH
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F
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STA. 0+00 STA. 3+00
STA. -1+00 STA. 2+00
NO WORK
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
AZIMUTH LINE
C OF DIKE / STRUCTURALL
DIG-IN PORTION OF DIKE
BEGIN EXCAVATION FOR
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
BACKFILL
SLOPE = 1V:1.5H
BACKFILL
SLOPE = 1V:1.5H
BACKFILL
SLOPE = 1V:1.5H
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:23 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed Landing Dikes RM 487-L/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design
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STA. 7+00 STA. 10+00
STA. 6+00 STA. 9+00
STA. 5+00 STA. 8+00
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
AZIMUTH LINE
C OF DIKE / STRUCTURALL
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68 LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
LWRP = 68LWRP = 68
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NOTES
"A" STONE
LEGEND
DOWNSTREAM.
POSTIVE DISTANCE FROM S.A.L. IS UPSTREAM AND NEGATIVE DISTANCE IS 8.
CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.7.
SEE SHEET C-502 FOR TYPICAL DETAILS.6.
LWRP IS 68 FEET N.A.V.D. 88 AT SITE OF WORK.5.
SLOPE OF NATURAL REPOSE VARIES FROM APPROX. 1V:1.25H TO 1V:1.5H.4.
HYDROGRAPHIC SURVEY CONDITIONS DATED SEPTEMBER 20173.
ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.2.
ALL UNITS ARE U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:16:27 AM 6/1/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/01 - Mississippi River Projects/Mississippi River Dikes/Ajax Bar, Ben Lomond, and Baleshed…
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