A22_Drawings 24B0002.pdf
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- W912EE24B0002 - Mississippi River, RM 548. 3-R, FC/MR&T, Channel Improvement, Paradise Lake Closure
- Solicitation number
- W912EE24B0002
About this file
This package of technical drawings and specifications is for a federal construction contract to improve a channel and close off Paradise Lake along the Mississippi River at River Mile 548.3. The scope of work includes excavating and constructing an earthen closure and rock chute, placing stone paving, clearing and grubbing, and installing erosion control measures. The contract is being awarded by the U.S. Army Corps of Engineers Vicksburg District. Drawings show plans, profiles, cross-sections and details of the closure and chute designs, as well as the locations of temporary access roads and right-of-way limits. Specifications require technical compliance with construction standards and environmental protection controls during performance.
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ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-24-X-XXXX
MMMM YYYY
W912EE-24-B-0002
MISSISSIPPI RIVER, RM 548.3-R
FC/MR&T, CHANNEL IMPROVEMENT
PARADISE LAKE CLOSURE
SO
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N N
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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PR
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BACKCHECK
G-001
C O
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INDEX TO DRAWINGS
SHEET ID SHEET TITLE 1 SHEET TITLE 2
G-001 COVER SHEET
G-401 OVERALL SITE PLAN
G-601 CONTROL LINE DATA
C-101 PLAN AND PROFILE STA. 0+00 TO 22+00
C-102 PLAN AND PROFILE STA. 22+00 TO 45+00
C-103 PLAN AND PROFILE STA. 45+00 TO 46+00
C-110 PLAN AND PROFILE ROCK CHUTE
C-301 CROSS SECTIONS PARADISE LAKE CLOSURE
C-302 CROSS SECTIONS PARADISE LAKE CLOSURE
C-303 CROSS SECTIONS PARADISE LAKE CLOSURE
C-304 CROSS SECTIONS PARADISE LAKE CLOSURE
C-305 CROSS SECTIONS PARADISE LAKE CLOSURE
C-306 CROSS SECTIONS PARADISE LAKE CLOSURE
C-310 CROSS SECTIONS ROCK CHUTE
C-311 CROSS SECTIONS ROCK CHUTE
C-501 ROCK CHUTE AND CLOSURE TYPICAL SECTIONS
C-502 ROCK CHUTE AND CLOSURE TRANSITION PLAN AND TYPICAL
C-503 STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
R-101 RIGHT OF WAY
DIK
E
DI
KE
DI
KE
DIK
E
DI
KE
DI
KE
UL
DI
KE
UL
DIK
E 1L
DIK
E
4R
DI
KE
R
DIK
E
2R
DIK
E
1R
PARADISE LAKE
OLD MISSISSIPPI
RIVER CHANNEL
MISSISSIPPI
ARKANSAS
R/W
R/W
R/W
ARKANSAS CITY- YELLOW BEND
REVETMENT
RIGHT OF WAY LIMITS
LOCATION OF PARADISE LAKE CLOSURE
LOCATION OF ROCK CHUTE
ASHBROOK ISLAND REVETMENT
ISLAND 82 REVETMENT
MISSISSIPPI RIVER
FLOW
TEMPORARY RIVER ACCESS
PBM CHICOT PP
N: 1433397.26 E: 2019354.58
ELEVATION: 135.6
MRCL 18
N: 1442983.74 E: 2059513.84
ELEVATION: 153.4
WINN RM A
N: 1448950.07 E: 2060237.70
ELEVATION:139.9
POTENTIAL MAINTENANCE AREA
(SHALL BE MOVED BY CONTRACTOR)
FL
OW
SO
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N N
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D B
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D
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B Y:
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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M M
M M
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N
0 2000'1000'A1 OVERALL SITE PLAN
SCALE: 1' = 2000'
LINE TABLE: ALIGNMENTS
LINE #
L1
L2
L3
L4
LENGTH
222.91'
3160.97'
370.40'
205.67'
DIRECTION
111° 40' 57.90"
122° 05' 59.56"
112° 13' 56.05"
129° 12' 25.30"
LINE TABLE: ALIGNMENTS
LINE #
L5
L6
LENGTH
622.37'
584.25'
DIRECTION
197° 14' 20.94"
178° 37' 04.20"
CURVE TABLE: ALIGNMENTS
CURVE #
C1
C2
C3
LENGTH
447.78'
145.45'
296.27'
RADIUS
2600.00'
800.00'
1000.00'
DELTA
9°52'04"
10°25'02"
16°58'29"
CHORD DIRECTION
117° 09' 57.81"
116° 53' 28.73"
120° 43' 10.67"
CHORD LENGTH
447.23'
145.25'
295.18'
CURVE TABLE: ALIGNMENTS
CURVE #
C4
LENGTH
325.00'
RADIUS
1000.00'
DELTA
18°37'17"
CHORD DIRECTION
187° 55' 42.57"
CHORD LENGTH
323.57'
SO
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
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C O
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G-601
C O
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LA
C E, P .E
BP
: 0
+0 0.
PC
: 2
+2 2.
PT
: 3
+6 8.
C2
L1 L2
LIMITS OF EXCAVATION FOR CLOSURE
TOP OF CLOSURE
TOE OF CLOSURE
CLEARING AND GRUBBING LIMITS
LIMITS OF EXCAVATION FOR CHUTE
CLEARING AND GRUBBING LIMITS
LIMITS OF STONE PAVING
LIMITS OF STONE PAVINGBEGIN CONSTRUCTION
N=1454167.28 E=2038603.99
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
M
AT
C H
LI
N
E
ST
A.
+0 0.
S
EE
S
H
EE
T C
-1
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW CLOSURE CENTERLINE
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
ST
A.
+6
2.
EL
. 1
.0
ST
A.
+0
3.
EL
. 1
.2
STA. 1+03.67
EL. 122.27
STA. 1+62.17
EL. 134.00
TOP OF ROCK
TOP OF CLOSURE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
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A
M
AR
K
SI
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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
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
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ST
R
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T
VI
C
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BU
R G
D
IS
TR
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PA
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IS
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LA
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C
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SU
R
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FC
/M R
&T , C
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AN
N
EL
IM
PR
O
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M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.3 -R
BACKCHECK
C-101
PL
AN
A N
D P
R O
FI
LE
ST
A.
+0
TO
2+
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
7. CLEARING AND GRUBBING LIMITS AS SHOWN IN THE PLANS SHALL BE WHERE
THE LOCATION OF THE SILT FENCING IS PLACED, UNLESS DIRECTED
OTHERWISE BY COR.
NOTES
LEGEND
CENTERLINE
TOE OF EXCAVATION
D1 PARADISE LAKE CLOSURE - PLAN - STA. 0+00 TO 22+00
SCALE: 1"=100'
N
A1 PARADISE LAKE CLOSURE - PROFILE - STA. 0+00 TO 22+00
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
100' 200'0
PC
: 3
5+
.3
PT
: 3
9+
.1
PC
: 4
3+
.5 2C1
C3
L3
CLEARING AND GRUBBING LIMITS
CLEARING AND GRUBBING LIMITS
TOP OF CLOSURE
TOE OF CLOSURE
TOE OF CLOSURE
LIMITS OF EXCAVATION FOR CLOSURE
LIMITS OF STONE PAVING
LIMITS OF STONE PAVING
LIMITS OF STONE PAVING
TOP OF CLOSURE
TOE OF CLOSURE
LIMITS OF STONE PAVING
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
39+00
40+00
41+00
42+00
43+00
44+00
45+00
M
AT
C H
LI
N
E
ST
A.
+0 0.
S
EE
S
H
EE
T C
-1
M
AT
C H
LI
N
E
ST
A.
+0 0.
S
EE
S
H
EE
T C
-1
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW CLOSURE CENTERLINE
22+0022+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 39+00 40+00 41+00 42+00 43+00 44+00 45+00
ST
A.
3+
.0
EL
. 1
.0
STA. 23+00.00
EL. 134.00
TOP OF ROCK
TOP OF CLOSURE
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
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
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C
LA
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ST
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VI
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BU
R G
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PA
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IS
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LA
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C
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R
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FC
/M R
&T , C
H
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N
EL
IM
PR
O
VE
M
EN
T M
IS
SI
SS
IP
PI
R
IV
ER
, R M
.3 -R
BACKCHECK
C-102
PL
AN
A N
D P
R O
FI
LE
ST
A.
2+
T
O
5+
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
7. CLEARING AND GRUBBING LIMITS AS SHOWN IN THE PLANS SHALL BE WHERE
THE LOCATION OF THE SILT FENCING IS PLACED, UNLESS DIRECTED
OTHERWISE BY COR.
NOTES
LEGEND
CENTERLINE
TOE OF EXCAVATION
D1 PARADISE LAKE CLOSURE - PLAN - STA. 22+00 TO 45+00
SCALE: 1"=100'
N
A1 PARADISE LAKE CLOSURE - PROFILE - STA. 22+00 TO 45+00
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
PC
: 3
5+
.3
PT: 39+77.12
PC
: 43+47.52
PT
: 4
6+
.7
EP
: 4
8+
.4
C1
C3
L3
L4
END OF CONSTRUCTION
N=1451840.38 E=2042565.42
CLEARING AND GRUBBING LIMITS
LIMITS OF STONE PAVING
TOP OF CLOSURE
TOE OF CLOSURE
LIMITS OF STONE PAVING
35+00
36+00
37+00
38+00
39+00
40+00
41+00
42+00
43+00
44+00
45+00
46+00
47+00
48+00
48+49.45
M
AT
C H
LI
N
E
ST
A.
+0 0.
S
EE
S
H
EE
T C
-1
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG NEW CLOSURE CENTERLINE
45+00 46+00 47+00 48+00 49+00
STA. 46+00.00
EL. 134.00
STA. 46+00.00
EL. 137.00
TOP OF ROCK
TOP OF CLOSURE
20% TIE TO EXISTING GROUND
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
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D
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C R
IP
TI
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A
M
AR
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SI
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SU
BM
IT
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D B
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D
AT
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C O
N
TR
AC
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N O
C
H
EC
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D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
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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
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
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ST
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T
VI
C
KS
BU
R G
D
IS
TR
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PA
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AD
IS
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LA
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C
LO
SU
R
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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
.3 -R
BACKCHECK
C-103
PL
AN
A N
D P
R O
FI
LE
ST
A.
5+
T
O
6+
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
7. CLEARING AND GRUBBING LIMITS AS SHOWN IN THE PLANS SHALL BE WHERE
THE LOCATION OF THE SILT FENCING IS PLACED, UNLESS DIRECTED
OTHERWISE BY COR.
NOTES
LEGEND
CENTERLINE
TOE OF EXCAVATION
D1 PARADISE LAKE CLOSURE - PLAN - STA. 45+00 TO 48+49.35
SCALE: 1"=100'
N
A1 PARADISE LAKE CLOSURE - PROFILE - STA. 45+00 TO 48+49.35
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
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 15+31.62
BP
: 0
+0 0.
PC
: 6
+2 2.
PT
: 9
+4 7.
EP
: 1
5+
.6
L5 L6
C4
BP
: 0
+0 0.
PC
: 6
+2 2.
PT
: 9
+4 7.
EP
: 1
5+
.6
BEGIN CONSTRUCTION
N=1454415.12 E=2038566.07
END OF CONSTRUCTION
N=1453047.74 E=2038347.91
CENTERLINE OF ROCK CHUTE
150 FT WIDTH
CLEARING AND GRUBBING LIMITS
CLEARING AND GRUBBING LIMITS
LIMITS OF EXCAVATION FOR CHUTE
CLEARING AND GRUBBING LIMITS
BEGIN CONSTRUCTION
N=1454167.28 E=2038603.99
CONTINUE #57 GRAVEL ROAD TO EXISTING FIELD ROAD
EL
EV
AT
IO
N
ELEVATIO
N
STATIONING ALONG ROCK CHUTE CENTERLINE
-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
ST
A.
+0
0.
EL
. 1
.0
ST
A.
+0
0.
EL
. 1
.0
ST
A.
4+
.0
EL
. 1
.7
C #57 GRAVEL
ROAD
L
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-110
PL
AN
A N
D P
R O
FI
LE
R O
C K
C H
U
TE
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
7. CLEARING AND GRUBBING LIMITS AS SHOWN IN THE PLANS SHALL BE WHERE
THE LOCATION OF THE SILT FENCING IS PLACED, UNLESS DIRECTED
OTHERWISE BY COR.
NOTES
LEGEND
CENTERLINE
TOE OF EXCAVATION
D1 PARADISE LAKE ROCK CHUTE - PLAN - STA. 0+00 TO 14+00
SCALE: 1"=100'
N
A1 PARADISE LAKE ROCK CHUTE - PROFILE - STA. 0+00 TO 14+00
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=10'
1+00
-10
-10
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
2+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
3+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
4+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
5+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
6+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
7+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
8+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.9
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.2
EL
. 1
.0
EL
. 1
.0
EL
. 1
.6
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.4
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.8 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.4 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.2 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.4 EL
. 1
.0
EL
. 1
.0
EL
. 1
.8
1V:10.0H 1V:20.0H
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDELAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
BEGIN 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-
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-301
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS- STA. 1+00 TO STA. 8+00
HORIZONTAL SCALE: 1" = 100'
VERTICAL SCALE: 1" = 20'
9+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
10+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
11+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
12+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
13+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
14+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
15+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
16+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.8 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.9 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.5 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.1
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
BEGIN WORK
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDELAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-302
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS-STA. 9+00 TO STA. 16+00
17+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
18+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
19+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
20+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
21+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
22+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
23+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
24+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
BEGIN WORK
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDELAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-303
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS-STA. 17+00 TO STA. 24+00
25+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
26+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
27+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
28+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
29+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
30+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
31+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
32+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.8
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.9
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
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EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
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1V:10.0H 1V:20.0H
EL
. 1
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EL
. 1
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EL
. 1
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EL
. 1
.0 EL
. 1
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EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
BEGIN WORK
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDELAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-304
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS-STA. 25+00 TO STA. 32+00
33+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
34+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
35+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
36+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
37+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
38+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
39+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
40+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.4
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.5
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
BEGIN WORK
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDELAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-305
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS-STA. 33+00 TO STA. 40+00
41+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
42+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
43+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
44+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
45+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
46+00
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
47+00
-10
-10
0 50 100 150 200 250 300 350 400 450 500 550 6000-50-100-150-200-250-300-350-400
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.0
EL
. 1
.4
EL
. 1
.4
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.6
EL
. 1
.6
EL
. 1
.0
EL
. 1
.7
EL
. 1
.7
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H 1V:20.0H
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
1V:10.0H1V:20.0H
BEGIN WORK
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
LAKESIDERIVERSIDE
END 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-
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-306
C R
O
SS
S
EC
TI
O
N S
PA
R
AD
IS
E
LA
KE
C
LO
SU
R E
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
AREA TO EXCAVATE
NEW CLOSURE AREA
A1 CROSS SECTIONS-STA. 41+00 TO STA. 47+00
0+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
1+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
2+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
3+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
4+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
5+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
6+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
7+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
O
FF
. 7 5.
EL
. 1
.8
O
FF
.0
EL
. 1
.8
O
FF
. 7 5.
EL
. 1
.5
O
FF
.0
EL
. 1
.5
O
FF
. 7 5.
EL
. 1
.2
O
FF
.0
EL
. 1
.2
O
FF
. 7 5.
EL
. 1
.0
O
FF
.0
EL
. 1
.0
O
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. 7 5.
EL
. 1
.0
O
FF
.0
EL
. 1
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O
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. 7 5.
EL
. 1
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O
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.0
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. 1
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O
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. 7 5.
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. 1
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. 1
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O
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. 7 5.
EL
. 1
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O
FF
.0
EL
. 1
.0
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
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
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-310
C R
O
SS
S
EC
TI
O
N S
R O
C K
C H
U
TE
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
NOTES
LEGEND
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
C STONE
AREA TO EXCAVATE
AREA TO FILL
A1 CROSS SECTIONS -- STA. 0+00 TO STA. 7+00
HORIZONTAL SCALE: 1" = 40'
8+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
9+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
10+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
11+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
12+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
13+00
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
14+00
-10
-10
0 20 40 60 80 100 120 140 160 180 2000-20-40-60-80-100-120-140-160-180-200
O
FF
. 7 5.
EL
. 1
.1
O
FF
.0
EL
. 1
.1
O
FF
. 7 5.
EL
. 1
.4
O
FF
.0
EL
. 1
.4
O
FF
. 7 5.
EL
. 1
.6
O
FF
.0
EL
. 1
.6
O
FF
. 7 5.
EL
. 1
.9
O
FF
.0
EL
. 1
.9
O
FF
. 7 5.
EL
. 1
.2
O
FF
.0
EL
. 1
.2
O
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. 7 5.
EL
. 1
.5
O
FF
.0
EL
. 1
.5
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM UPSTREAM DOWNSTREAM
UPSTREAM DOWNSTREAM
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-
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
PA
R
AD
IS
E
LA
KE
C
LO
SU
R
E
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
.3 -R
BACKCHECK
C-311
C R
O
SS
S
EC
TI
O
N S
R O
C K
C H
U
TE
T.
H
AS
SE
LL
, P
.E
T.
H
AS
SE
LL
, P
.E
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
NOTES
LEGEND
1. FOR TYPICAL DETAILS, SEE SHEET C-501 AND C-502.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: HARN/MS MISSISSIPPI STATE PLANES,
WEST ZONE, US FOOT.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
C STONE
AREA TO EXCAVATE
AREA TO FILL
A1 CROSS SECTIONS -- STA. 8+00 TO STA. 14+00
HORIZONTAL SCALE: 1" = 40'
3 FT "C" STONE PAVING
10 FT WIDE, 8 INCH THICK #57 GRAVEL ROAD
EXCAVATE TO GRADEBACKFILL WITH EXISTING MATERIAL
EMBANKMENT GRADE
1V:10H
1V:20H
HORIZONTAL (NO SLOPE)
1V:1.5H
1V:10H
1V:20H
EXISTING GROUND
20.0 FT
100' FROM CENTERLINE
TIE TO GRADE
CENTERLINE OF ENCLOSURE
150.0 FT
1V:3H
1V:3H
3.
FT
EXCAVATION TO GRADE
EXISTING GROUND
3 FT
3 FT
"C" STONE
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SHEET ID
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US Army Corps of Engineers
U .S
. A R
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C O
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C-501
R O
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1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
#57 GRAVEL
AREA TO EXCAVATE
A1 CLOSURE TYPICAL SECTION
NOT TO SCALE
E1 ROCK CHUTE TYPICAL SECTION
NOT TO SCALE
BP: 0+00.00
0+00 1+00
2+00 3+00
4+00 5+00
6+00 7+00 8+00
BP
: 0
+0 0.
PC
: 6
+2 2.
END OF CLOSURE
TIE TO EXISTING GROUND
SLOPE OF ROCK CHUTE
TIE TO EXISTING GROUND
SLOPE OF ROCK CHUTE
TIE TO EXISTING GROUND
0+
1+
10 FT WIDE, 8 INCH THICK #57 GRAVEL ROAD
10 FT WIDE, 8 INCH THICK #57 GRAVEL ROAD
TIE TO EXISTING FIELD ROAD
1V:5H
1V:3H
CONTINUE THROUGH ROCK CHUTE
TIE INTO EXISTING FIELD ROAD
HORIZONTAL
HORIZONTAL
HORIZONTAL
HORIZONTAL
BREAKLINE BREAKLINE
10 FT WIDE, 8 INCH THICK #57 GRAVEL ROAD
3 FT "C" STONE PAVING
10 FT WIDE, 8 INCH THICK #57 GRAVEL ROAD
3 FT "C" STONE PAVING
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C O
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C-502
R O
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1. FOR TYPICAL DETAILS, SEE SHEET C-501.
2. ALL AZIMUTHS ARE CLOCKWISE FROM NORTH
3. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, HARN
2011.
4. VERTICAL REFERENCE SYSTEM: NAVD 88
5. FOR CONTROL LINE DATA, INCLUDING ENCLOSURE ALIGNMENT, SEE SHEET
G-601.
6. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. THE CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
NOTES
LEGEND
C STONE
#57 GRAVEL
AREA TO EXCAVATE
D1 ROCK CHUTE AND CLOSURE PLAN
SCALE: 1"=50' 50' 100'0
N
A1 ROCK CHUTE AND CLOSURE TYPICAL SECTION
NOT TO SCALE
SILT SCREEN FENCE IN DRAINAGE
HAY WATTLE DETAILS
SCALE: NONE
SECTION
SCALE: NONE
PLAN
SILT SCREEN FENCE DETAILS
STEEL OR WOOD POST
(5' MIN. LENGTH)
FILTER FABRIC
ATTACH SECURELY TO UPSTREAM SIDE OF POST
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
MAX. ABOVE GROUND)
9" (MAX. RECOMMENDED)
STORAGE HEIGHT
3' (M
IN
2' (M
IN
4" X 4" TRENCH
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
AND BACKFILL WITH COMPACTED MATERIAL
RUNOFF
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
REQUIRED IF WIRE MESH SUPPORT IS NOT USED
STEEL OR WOOD POST
10' MAX. SPACING WITH
WOVEN WIRE SUPPORT
FENCE 6' MAX. SPACING
WITHOUT WIRE
SUPPORT FENCE
FLOW
SEEDED THEN COMPACTED SOIL
2' (MIN.)
6' (MIN.)
1.
5'
(M
IN
FLOW
SCALE: NONE
TEMPORARY DIVERSION DIKE DETAIL
SCALE: NONE
CONSTRUCTION ENTRANCE AND EXIT DETAIL
HARD SURFACE PUBLIC ROAD
COARSE AGGREGATE
50' (MIN.) LENGTH
AS REQUIRED WIDTH
6" (M
IN
D
EP
TH
GENERAL NOTES:
1. INSPECT AND REPAIR BMP(S) AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE
PERMANENTLY STABILIZED.
3. SILT SCREEN FENCE, AND HAY WATTLES SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
4. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES.
THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL
REQUIREMENTS.
5. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED WHEN
NO LONGER NEEDED.
6. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.
7. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.
8. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING AROUND THE WATER'S EDGE.
9. BMP SHALL BE UTILIZED PER THE MDEQ REQUIREMENTS TO PREVENT SEDIMENT RUNOFF. ANY MATERIAL THAT ENTERS THE TOE
DITCH, REGARDLESS OF SOURCE, SHALL BE REMOVED.
10. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR
EROSION CONTROL PLAN APPROVED BY THE CONTRACTING OFFICER.
11. CONTRACTOR SHOULD UTILIZE HAY WATTLES ALONG THE LENGTH OF THE TOE DITCH TO TRAP SEDIMENT FROM PROJECT AREA RUNOFF. HAY WATTLES SHALL BE SPACED SO THAT SUSPENDED SEDIMENT IS REMOVED FROM RUNOFF BEFORE LEAVING THE
TOE DITCH INTO LATERAL DRAINAGE DITCHES.
A
A
VA
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S
(1 2"
O R
4"
FLOW
1.
5'
M
IN
WATTLE (12" OR 24") TO BE
PLACED IN "U" SHAPE
WOOD STAKE AT TOE OF
SLOPE, BOTH SIDES
FLOW
SCALE: NONE
SCALE: NONE
SCALE: NONE
SECTION A-A
WATTLE
B
A
NOTE:
POINTS A SHOULD BE HIGHER THAN POINT B.
A
EXISTING GROUND
WATTLE
DITCH BOTTOMDITCH CHECK PLAN
DITCH ELEVATION
SEE DITCH ELEVATION
FOR HEIGHT OF WATTLE ENDS
WOOD STAKE
(DO NOT ANCHOR THROUGH NETTING)
LASH STAKES TOGETHER WITH
EITHER BALING TWINE OR
ALUMINUM WIRE
2"
TR
EN
C
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SILT FENCE DITCH CHECKS ARE USED WHERE IT HAS BEEN DETERMINED
THAT HAY BALE CHECKS ARE INADEQUATE. SILT FENCE DITCH CHECKS
ARE USED TO INTERCEPT LOW VOLUME FLOWS IN LOW TO MODERATE
GRADIENT DITCHES.
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BACKCHECK
AutoCAD SHX Text
POST
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DITCH BOTTOM
AutoCAD SHX Text 45°
AutoCAD SHX Text
POST
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
TOP OF FENCE EL. AT X
AutoCAD SHX Text
POINT X (TOP OF FENCE)
AutoCAD SHX Text
POINT Y (BOTTOM OF FENCE)
AutoCAD SHX Text
POST AT TOE OF SLOPE (EACH SIDE)
AutoCAD SHX Text
SILT FENCE DITCH CHECK SELECTION GUIDELINES
AutoCAD SHX Text
MAX. STRENGTH/RET. VOL. @ 45°
AutoCAD SHX Text
POST
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DITCH BOTTOM
AutoCAD SHX Text 45°
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
POINT X (TOP OF FENCE)
AutoCAD SHX Text
POST AT TOE OF SLOPE (EACH SIDE)
AutoCAD SHX Text
SILT FENCE DITCH CHECK SELECTION GUIDELINES
AutoCAD SHX Text
MAX. STRENGTH/RET. VOL. @ 45°
AutoCAD SHX Text NOTES: 1. ANCHOR AND INSTALL PER DETAILS FOR SILT FENCE SPACING GUIDELINES ON ECD-4 OF MDEQ'S EROSION AND SEDIMENT CONTROL MANUAL. 2. A "W" SHAPE MAY BE USED FOR WIDER DITCHES. A "W" SHAPE MAY BE USED FOR WIDER DITCHES.
AutoCAD SHX Text
BOTTOM OF FENCE EL. AT Y =
FLOW
MISSISSIPPI RIVER
EDGE OF WATER
S3, T19N, R10W
WASHINGTON COUNTY, MISSISSIPPI
S1, T19N, R9W
WASHINGTON COUNTY, MISSISSIPPI
S2, T19N, R10W
WASHINGTON COUNTY, MISSISSIPPI
CHICOT COUNTY, ARKANSAS
RIGHT OF WAY LIMITS
N: 1450750.36 E: 2042748.68
N: 1455031.72 E: 2038303.13
N: 1453793.91 E: 2037478.07
60' ACCESS FROM WATERS EDGE
N: 1452016.74 E: 2043361.64
N: 1451979.40 E: 2043424.30
N: 1452255.84 E: 2043885.38
N: 1452214.36 E: 2043928.73
R/W
R/W
R/W
N: 1452851.90 E: 2038415.89
N: 1453160.09 E: 2038588.33
N: 1453160.09 E: 2037965.19
N: 1453429.06 E: 2038123.94
AR
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SHEET ID
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
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N
A1 PARADISE LAKE CLOSURE: RIGHT OF WAY
SCALE: 1" = 2000' 0 4000'2000'
AN
SI
D
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-X
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R-101
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| Sheets and Views |
| G-001 |
| Sheet 1 |
| G-401 |
| Sheet 1 |
| G-601 |
| Sheet 1 |
| C-101 |
| Sheet 1 |
| C-102 |
| Sheet 1 |
| C-103 |
| Sheet 1 |
| C-110 |
| Sheet 1 |
| C-301 |
| Sheet 1 |
| C-302 |
| Sheet 1 |
| C-303 |
| Sheet 1 |
| C-304 |
| Sheet 1 |
| C-305 |
| Sheet 1 |
| C-306 |
| Sheet 1 |
| C-310 |
| Sheet 1 |
| C-311 |
| Sheet 1 |
| C-501 |
| Sheet 1 |
| C-502 |
| Sheet 1 |
| C-503 |
| Sheet 1 |
| R-101 |
| Sheet 1 |
File details come from the government source that posted it. Updated .