A22_Drawings_W912EE23B0005.pdf
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- Solicitation number
- W912EE23B0005
About this file
This document outlines a federal contract opportunity for construction services. The U.S. Army Corps of Engineers seeks to raise and extend Baleshed Landing Dikes 2, 3 and 4 as part of channel improvement work on the Mississippi River. Interested vendors can view plans and specifications on SAM.gov starting on or around June 14, 2023. Bids must be submitted on or around July 14, 2023 by 2:00 PM Central Time. This is an unrestricted procurement issued under NAICS Code 237990 for construction services. The contract type will be firm-fixed price.
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-23-B-0005
W912EE-YY-X-XXXX
14 JUNE 2023
MISSISSIPPI RIVER, RM 493.1-L, AHP
FC/MR&T, CHANNEL IMPROVEMENT
BALESHED LANDING DIKES 2,3, AND 4
DIKE CONSTRUCTION
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INDEX TO DRAWINGS
COVER SHEET AND INDEX TO DRAWINGS
G-401 VICINITY MAP
C-101
BALESHED LANDING DIKE 2
PLAN AND PROFILE SHEET
C-102 - C-103
BALESHED LANDING DIKE 3
PLAN AND PROFILE SHEETS
C-104 - C-105 BALESHED LANDING DIKE 4
PLAN AND PROFILE SHEETS
BALESHED LANDING DIKE 2
CROSS SECTIONSC-301 - C-306
C-310 - C-318
BALESHED LANDING DIKE 3
CROSS SECTIONS
C-320 - C-331
BALESHED LANDING DIKE 4
CROSS SECTIONS
C-501 TYPICAL DETAILS
Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W N = 1217489.3890 E = 2059838.7965
(APPROX. WATER'S EDGE)
N=1227260.9657 E= 2067494.7304
(APPROX. WATERS EDGE)
N=1228729.8631 E=2065814.7407
N=1220259.4614 E=2056689.3108
SECTION 5, TOWNSHIP 12N, RANGE 9W
SECTION 6, TOWNSHIP 12N, RANGE 9W
SECTION 7, TOWNSHIP 12N, RANGE 9W
DIKE 2
Mississippi River
MISSISSIPPI R
IVER
FLOW
DIKE 2
DIKE 3
DIKE 4
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A1 VICINITY MAP
SCALE: 1:1000
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS
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-1+00
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9+00
10+00
11+00
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13+00
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15+00
16+00
17+00
18+00
19+00
20+00
BEGIN DIKE CONSTRUCTION
N=1225979.93 E=2066148.41
END DIKE CONSTRUCTION
N=1226977.09 E=2065137.23
DIKE TRANSITION20'
OFFSET 15' CROWN WIDTH 10' CROWN WIDTH
DIKE CONSTRUCTION LIMITS
M
ISSISSIPPI R
IVER
FLO
W
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG STRUCTURAL AZIMUTH LINE
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 15+00 16+00 17+00
ST
A.
+0
0.
EL
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.0
ST
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+6
0.
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+0
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EL
. 7
5.
ST
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+0
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EL
. 7
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ST
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EL
. 8
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ST
A.
+9
0.
EL
. 8
0.
ST
A.
4+
.0
EL
. 8 0.
LIMITS OF STONE DIKE CONSTRUCTION
10' CROWN WIDTH 15' CROWN WIDTH 10' CROWN WIDTH
LWRP=70 EL
+10 LWRP
+30 LWRP
+5 LWRP
LWRP=70 EL
+10 LWRP
1V:5H
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1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
3. SLOPE OF REPOSE IS 1V:1.5H.
4. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM STATE PLANE, MISSISSIPPI WEST,
NAD83.
7. VERTICAL COORDINATE SYSTEM NAVD88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
9. PROFILE STATIONING ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
10. ACCESS TO ALL AREAS OF THE DIKES BY FLOATING PLANT IS NOT
GUARANTEED AND ADDITIOONAL EQUIPMENT MAY BE REQUIRED TO
PERFORM THIS WORK.
11. THERE IS NO LAND ACCESS TO DIKE 2. ALL WORK SHALL BE DONE FROM THE
RIVER FOR DIKE 2.
NOTES
LEGEND
"A" STONE
SAL OF DIKE
CENTERLINE OF DIKE
D1 BALESHED LANDING DIKE 2 PLAN
SCALE: 1"=100'
N
A1 RM 495.1-L BALESHED LANDING DIKE 2 PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
100' 200'0
TIE TO EXISTING STONE
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
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
BP
: 0
+0 0.
14.84
15' UPSTREAM OFFSET OF ORIGINAL STRUCTURAL AZIMUTH LINE
TRANSITION
DIKE CONSTRUCTION LIMITSBEGIN DIKE CONSTRUCTION
N=1222634.02 E=2063827.03
M
ATC
H
LIN
E C -102
M
ATC
H
LIN
E C -103
+0
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG STRUCTURAL AZIMUTH LINE
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 15+00 16+00 17+00 18+00 19+00 20+00 21+00
LIMITS OF STONE DIKE CONSTRUCTION
10' CROWN WIDTH 15' CROWN WIDTH 10' CROWN WIDTH
LWRP=70 EL LWRP=70 EL
+28 LWRP
+10 LWRP
+5 LWRP
+10 LWRP
ST
A.
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0.
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. 9
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5.
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1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
3. SLOPE OF REPOSE IS 1V:1.5H.
4. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM STATE PLANE, MISSISSIPPI WEST,
NAD83.
7. VERTICAL COORDINATE SYSTEM NAVD88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
9. PROFILE STATIONING ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
10. ACCESS TO ALL AREAS OF THE DIKES BY FLOATING PLANT IS NOT
GUARANTEED AND ADDITIOONAL EQUIPMENT MAY BE REQUIRED TO
PERFORM THIS WORK.
11. THERE IS NO LAND ACCESS TO DIKE 2. ALL WORK SHALL BE DONE FROM THE
RIVER FOR DIKE 2.
NOTES
LEGEND
"A" STONE
SAL OF DIKE
CENTERLINE OF DIKE
D1 BALESHED LANDING DIKE 3 PLAN
SCALE: 1"=100'
N
A1 RM 495.2-L BALESHED LANDING DIKE 3 PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
30+31.47
EP
: 3
0+
.4
DIKE CONSTRUCTION LIMITS
END DIKE CONSTRUCTION
N=1224307.61 E=2062157.52
M
ISSISSIPPI R
IVER
FLO
W
M
ATC
H
LIN
E C -102
M
ATC
H
LIN
E C -103
+0
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG STRUCTURAL AZIMUTH LINE
21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+0030+31
LIMITS OF STONE DIKE CONSTRUCTION
10' CROWN WIDTH
LWRP=70 EL LWRP=70 EL
+10 LWRP
1V:5H
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D . M
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D . H
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D . W
AL
LA
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1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
3. SLOPE OF REPOSE IS 1V:1.5H.
4. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM STATE PLANE, MISSISSIPPI WEST,
NAD83.
7. VERTICAL COORDINATE SYSTEM NAVD88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
9. PROFILE STATIONING ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
10. ACCESS TO ALL AREAS OF THE DIKES BY FLOATING PLANT IS NOT
GUARANTEED AND ADDITIOONAL EQUIPMENT MAY BE REQUIRED TO
PERFORM THIS WORK.
11. THERE IS NO LAND ACCESS TO DIKE 2. ALL WORK SHALL BE DONE FROM THE
RIVER FOR DIKE 2.
NOTES
LEGEND
"A" STONE
SAL OF DIKE
CENTERLINE OF DIKE
D1 BALESHED LANDING DIKE 3 PLAN
SCALE: 1"=100'
N
A1 RM 495.2-L BALESHED LANDING DIKE 3 PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
-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
15+00
16+00
17+00
18+00
19+00
20+00
BP
2+
.0
BEGIN DIKE CONSTRUCTION
N=1219202.61 E=2061545.21
LIMITS OF STONE DIKE CONSTRUCTION
25' UPSTREAM OFFSET OF STRUCTURAL AZIMUTH LINETRANSITION TRANSITION
M
ATC
H
LIN
E C -104
M
ATC
H
LIN
E C -105
+0
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG STRUCTURAL AZIMUTH LINE
-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 15+00 16+00 17+00 18+00 19+00
LIMITS OF STONE DIKE CONSTRUCTION
10' CROWN WIDTH 15' CROWN WIDTH 10' CROWN WIDTHTRANSITION TRANSITION
LWRP=70 EL LWRP=70 EL
+10 LWRP
+5 LWRP
+15 LWRP
+10 LWRP
ST
A.
+0
0.
EL
. 8
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5.
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US Army Corps of Engineers
U .S
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D . H
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D . W
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C E
1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
3. SLOPE OF REPOSE IS 1V:1.5H.
4. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM STATE PLANE, MISSISSIPPI WEST,
NAD83.
7. VERTICAL COORDINATE SYSTEM NAVD88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
9. PROFILE STATIONING ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
10. ACCESS TO ALL AREAS OF THE DIKES BY FLOATING PLANT IS NOT
GUARANTEED AND ADDITIOONAL EQUIPMENT MAY BE REQUIRED TO
PERFORM THIS WORK.
11. THERE IS NO LAND ACCESS TO DIKE 2. ALL WORK SHALL BE DONE FROM THE
RIVER FOR DIKE 2.
NOTES
LEGEND
"A" STONE
SAL OF DIKE
CENTERLINE OF DIKE
D1 BALESHED LANDING DIKE 4 PLAN
SCALE: 1"=100'
N
A1 RM 495.3-L BALESHED LANDING DIKE 4 PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
30+00
31+00
32+00
33+00
34+00
35+00
36+00
37+00
38+00 38+19
EP
: 3
8+
.0
END DIKE CONSTRUCTION
N=1221669.50 E=2059100.92
LIMITS OF STONE DIKE CONSTRUCTION
M
ISSISSIPPI R
IVER
FLO
W
M
ATC
H
LIN
E C -104
M
ATC
H
LIN
E C -105
+0
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG STRUCTURAL AZIMUTH LINE
19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+0038+19
LIMITS OF STONE DIKE CONSTRUCTION
10' CROWN WIDTH
LWRP=70 EL LWRP=70 EL
1V:5H
+10 LWRP
ST
A.
2+
.0
EL
. 8 0.
ST
A.
2+
.9
EL
. 6 5.
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
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O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-105
LE
SH
ED
L
AN
D
IN
G D
IK
E
PL
AN
A
N D
P R
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS IN U.S. SURVEY FEET.
2. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
3. SLOPE OF REPOSE IS 1V:1.5H.
4. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
5. SEE SHEET C-501 FOR TYPICAL DETAILS.
6. HORIZONTAL COORDINATE SYSTEM STATE PLANE, MISSISSIPPI WEST,
NAD83.
7. VERTICAL COORDINATE SYSTEM NAVD88.
8. CONTROL POINTS SHOWN ON THE DRAWINGS SHALL BE TREATED AS
APPROXIMATE LOCATIONS. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY FOR CONSTRUCTION.
9. PROFILE STATIONING ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
10. ACCESS TO ALL AREAS OF THE DIKES BY FLOATING PLANT IS NOT
GUARANTEED AND ADDITIOONAL EQUIPMENT MAY BE REQUIRED TO
PERFORM THIS WORK.
11. THERE IS NO LAND ACCESS TO DIKE 2. ALL WORK SHALL BE DONE FROM THE
RIVER FOR DIKE 2.
NOTES
LEGEND
"A" STONE
SAL OF DIKE
CENTERLINE OF DIKE
D1 BALESHED LANDING DIKE 4 PLAN
SCALE: 1"=100'
N
A1 RM 495.3-L BALESHED LANDING DIKE 4 PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
1+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
2+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
3+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE
STRUCTURAL AZIMUTH LINE
20.00' TRANSITION OFFSET
9.80' TRANSITION CROWN WIDTH
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
15.63' TRANSITION OFFSET
10.05' TRANSITION CROWN WIDTH
NO WORK
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-301
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O N
S
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
A1 BALESHED LANDING DIKE 2 CROSS SECTIONS
SCALE: 1"=20' 20' 40'0
4+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
5+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
6+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
4.30' TRANSITION OFFSET
9.92' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
15.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
14.25' TRANSITION CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-302
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
7+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
8+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
9+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-303
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
A1 BALESHED LANDIND DIKE 2 CROSS SECTIONS
10+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
11+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-304
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
A1 BALESHED LANDIND DIKE 2 CROSS SECTIONS
13+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
14+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-305
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
16+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
NO WORK
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-306
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
5+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
6+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
7+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH LINE DIKE CENTERLINE
10.00' CROWN WIDTH
15.00' TRANSITION OFFSET
STRUCTURAL AZIMUTH LINE DIKE CENTERLINE
15.12' TRANSITION OFFSET
10.25' TRANSITION CROWN WIDTH
NO WORK
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-310
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
A1 BALESHED LANDING DIKE 3 CROSS SECTIONS
8+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
9+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH LINE DIKE CENTERLINE
15.00' TRANSITION OFFSET
10.28' TRANSITION CROWN WIDTH
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
13.60' TRANSITION OFFSET
15.00' CROWN WIDTH
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
15.59' TRANSITION OFFSET
14.94' TRANSITION CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-311
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
11+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
13+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
13.95' TRANSITION OFFSET
10.01' TRANSITION CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.08' TRANSITION CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-312
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-313
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
19+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-314
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
20+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
21+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
22+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-315
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
23+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
24+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
25+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-316
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
26+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
27+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
28+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-317
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
29+00
-40
-30
-20
-10
-40
-30
-20
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
NO WORK
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-318
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
-1+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
0+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
1+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18.85' TRANSITION OFFSET
STRUCTURAL AZIMUTH LINE
DIKE CENTERLINE
10.31' TRANSITION CROWN
NO WORK
STRUCTURAL AZIMUTH LINE/
DIKE CENTERLINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-320
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
A1 BALESHED LANDING DIKE 4 CROSS SECTIONS
2+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
3+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
4+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH LINE
25.00' OFFSET
DIKE CENTERLINE
STRUCTURAL AZIMUTH LINE
25.00' OFFSET DIKE CENTERLINE
15.00' CROWN WIDTH
STRUCTURAL AZIMUTH LINE DIKE CENTERLINE
25'
OFFSET
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
15' CROWN WIDTH
10.67' TRANSITION CROWN WIDTH
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-321
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
5+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
6+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
7+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
STRUCTURAL AZIMUTH/DIKE CENTERLINE
10.03' TRANSITION CROWN WIDTH
STRUCTURAL AZIMUTH LINE DIKE CENTERLINE
24.58' TRANSITION OFFSET
10.04' TRANSITION CROWN WIDTH
STRUCTURAL AZIMUTH LINE
25.00' OFFSET DIKE CENTERLINE
14.85' TRANSITION CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-322
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
8+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
9+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.25' TRANSITION CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-323
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
11+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
12+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
13+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.91' TRANSITION CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.67' TRANSITION CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-324
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
15+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
16+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-325
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
18+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
19+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-326
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
20+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
21+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
22+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
NO WORK
NO WORK
NO WORK
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-327
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
23+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
24+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
25+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.70' TRANSITION CROWN WIDTH
NO WORK
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-328
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
26+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
27+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
28+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-329
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
29+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
30+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
31+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
10' CROWN
STRUCTURAL AZIMUTH LINE/
DIKE CENTERLINE
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
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ST
R
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T
VI
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KS
BU
R G
D
IS
TR
IC
T
D
IK
E C
O N
ST
R
U C
TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-330
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
32+00
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
33+00
-10
-10
0 20 40 60 80 100 120 1400-20-40-60-80-100-120-140
DIKE CENTERLINE/STRUCTURAL AZIMUTH LINE
10.00' CROWN WIDTH
EXISTING GROUND
EXISTING GROUND
NO WORK
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
YY
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
E
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
D
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O N
ST
R
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TI
O
N
BA
LE
SH
ED
L
AN
D
IN
G
D
IK
ES
,3 , A
N D
FC
/M R
&T , C
H
AN
N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.1 -L
, A
C-331
LE
SH
ED
L
AN
D
IN
G D
IK
E
C
R O
SS
S
EC
TI
O
O O
N
EY
D . M
O O
N
EY
D . H
ER
R
D . W
AL
LA
C E
1. ALL UNITS ARE U.S. SURVEY FEET.
2. ELEVATIONS IN N.A.V.D. 88 VERTICAL DATUM.
3. HYDROGRAPHIC SURVEY CONDITIONS DATED APRIL 2022.
4. SLOPE OF REPOSE IS 1V:1.5H.
5. LWRP IS 70 FEET N.A.V.D. 88 AT SITE OF WORK.
6. SEE SHEET C-501 FOR TYPICAL DETAILS.
7. CROSS SECTIONS ARE CUT ALONG THE STRUCTURAL AZIMUTH LINE.
NOTES
LEGEND
"A" STONE
C OF 10 FT CROWN
STONE DIKEL
EXISTING GROUND
EXISTING GROUND
FLOW
VARIABLE
DIKE 2 20 FT UPSTREAM SAL OFFSET
DIKE 3 15 FT UPSTREAM SAL OFFSET
DIKE 4 25 FT UPSTREAM SAL OFFSET
VA
R
IA
BL
E
SLOPE OF
REPOSE
STRUCTURAL AZIMUTH LINE
SLOPE OF
REPOSE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
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-
-X
-X
XX
X
W
2E E-
-B
-0
JU
N
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VI
C
KS
BU
R G
, M
IS
SI
SS
IP
PI
R
IV
ER
S
TA
BI
LI
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TI
O
N S
EC
TI
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VI
C
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BU
R G
D
IS
TR
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T
D
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ST
R
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TI
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BA
LE
SH
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L
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D
IN
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D
IK
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,3 A
N D
FC
/M R
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PR
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M
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S R
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R M
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3.
1-
L
AH
P
C-501
BA
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,3
A N
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PI
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L.
B
R O
W N
L.
B
R O
W N
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
| Sheets and Views |
| Drawing2_recover000 - G-001 |
| Sheet 1 |
| Drawing2_recover000 - G-601 |
| Sheet 1 |
| C-102 |
| Sheet 1 |
| C-103 |
| Sheet 1 |
| C-104 |
| Sheet 1 |
| C-105 |
| Sheet 1 |
| C-106 |
| Sheet 1 |
| Bale_C-SCXSEC - C-321 |
| Sheet 1 |
| Bale_C-SCXSEC - C-322 |
| Sheet 1 |
| Bale_C-SCXSEC - C-323 |
| Sheet 1 |
| Bale_C-SCXSEC - C-324 |
| Sheet 1 |
| Bale_C-SCXSEC - C-325 |
| Sheet 1 |
| Bale_C-SCXSEC - C-326 |
| Sheet 1 |
| Bale_C-SCXSEC - C-331 |
| Sheet 1 |
| Bale_C-SCXSEC - C-332 |
| Sheet 1 |
| Bale_C-SCXSEC - C-333 |
| Sheet 1 |
| Bale_C-SCXSEC - C-334 |
| Sheet 1 |
| Bale_C-SCXSEC - C-335 |
| Sheet 1 |
| Bale_C-SCXSEC - C-336 |
| Sheet 1 |
| Bale_C-SCXSEC - C-337 |
| Sheet 1 |
| Bale_C-SCXSEC - C-338 |
| Sheet 1 |
| Bale_C-SCXSEC - C-339 |
| Sheet 1 |
| Bale_C-SCXSEC - C-341 |
| Sheet 1 |
| Bale_C-SCXSEC - C-342 |
| Sheet 1 |
| Bale_C-SCXSEC - C-343 |
| Sheet 1 |
| Bale_C-SCXSEC - C-344 |
| Sheet 1 |
| Bale_C-SCXSEC - C-345 |
| Sheet 1 |
| Bale_C-SCXSEC - C-346 |
| Sheet 1 |
| Bale_C-SCXSEC - C-347 |
| Sheet 1 |
| Bale_C-SCXSEC - C-348 |
| Sheet 1 |
| Bale_C-SCXSEC - C-349 |
| Sheet 1 |
| Bale_C-SCXSEC - C-3410 |
| Sheet 1 |
| Bale_C-SCXSEC - C-3411 |
| Sheet 1 |
| Bale_C-SCXSEC - C-3412 |
| Sheet 1 |
| C-501 - C-501 |
| Sheet 1 |
File details come from the government source that posted it. Updated .