A22_Drawings_W912EE22B0007.pdf
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- Solicitation number
- W912EE22B0007
About this file
This solicitation is for bank stabilization work along the Red River in Shreveport, Louisiana. The scope of work includes mobilization and demobilization, clearing and grubbing, demolition of existing timber pile dikes, construction of a longitudinal stone dike using R200 stone and stone bank paving, and implementation of environmental protection measures. Plans and specifications are available on SAM.gov. Interested vendors should register on the Interested Vendor's List (IVL) at SAM.gov. The bid opening date is August 23, 2022 at 2:00 PM CST. This procurement is set aside for total small businesses under NAICS code 237990 with an FSC of YIPZ. The contract type is firm fixed price. The solicitation was issued by the US Army Corps of Engineers Vicksburg District.
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SO
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N N
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US Army Corps of Engineers
U .S
. A R
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C O
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R S
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M M
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AS ADVERTISED
G-001
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VICKSBURG DISTRICT
12 MILE BAYOU, SHREVEPORT, LOUISIANA
P.L. 84-99 EMERGENCY BANK STABILIZATION
WEST AGURS LEVEE STA. 196+90 & 427+10
W912EE-22-0007
US Army Corps of Engineers ®
INDEX TO DRAWINGS
SHEET ID: SHEET TITLE:
G-001 COVER SHEET
G-401 VICINITY MAP
CD101 WEST AGURS SITE 2 -
DEMOLITION DRAWING
C-101 WEST AGURS SITE 1 - PLAN AND
PROFILE
C-102 WEST AGURS SITE 2 - PLAN AND
PROFILE
C-301 WEST AGURS SITE 1 - CROSS
SECTIONS
C-302 WEST AGURS SITE 1 - CROSS
SECTION
C-303 WEST AGURS SITE 1 - CROSS
SECTIONS
C-304 WEST AGURS SITE 2 - CROSS
SECTIONS
C-305 WEST AGURS SITE 2 - CROSS
SECTIONS
C-306 WEST AGURS SITE 2 - CROSS
SECTION
C-307 WEST AGURS SITE 2 - CROSS
SECTIONS
C-501 TYPICAL DETAILS
C-502 STORM WATER PREVENTION
PLAN - TYPICAL DETAIL
C-601 CONTROL LINE DATA
R-101 WEST AGURS SITE 1 - RIGHT OF
WAY
R-102 WEST AGURS SITE 2 - RIGHT OF
WAY
R/W
R/W
R/W
R/W
R/W
INTERSTATE 220
IN
TE
RST
AT
E
HIG
HW
AY 1
HIGHW
AY 1
SHREVEPORT
AIRPORT
SITE 1
SITE 2
CADDO PARISH,
SHREVEPORT,
LOUISIANA
RED RIVER
FLOW
12 MILE BAYOU
FLOW
FLO
W
M
ILE
BAYOU
R/W
R/W
R /W
R/W
R/W
R/W
R/W
SO
LI
C
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AT
IO
N N
O
D
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IG
N
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B
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D
ES
C R
IP
TI
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A
M
AR
K
SI
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SU
BM
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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
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D
B Y:
D R
AW
N
B Y:
IS
SU
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AT
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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
A1 WEST AGURS - VICINTIY MAP
SCALE: 1"=1000' 0 2000'1000'
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-0
M M
M M
Y
YY
Y
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
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VI
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BU
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+9
7+
P.
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4-
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G
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BA
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BA
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E
E E
E
E
E E E
E
E
E
E
E
J
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E
E E
E
E
E E
E
E E
E
E
E J
EE
E
E E
E
E
E E
E
E E
E
E
E J
N 737295.93E 2893464.33ELEV 172.90N 737295.92E 2893464.32ELEV 172.92N 737295.91E 2893464.33ELEV 172.88
N 737484.59E 2893423.47ELEV 173.22
N 737295.91E 2893464.34ELEV 172.90N 737295.88E 2893464.34 ELEV 172.90N 737295.89E 2893464.32ELEV 172.90N 737295.92E 2893464.33ELEV 172.93N 737295.92E 2893464.32ELEV 172.94N 737295.90E 2893464.31ELEV 172.94N 737295.89E 2893464.35ELEV 172.93N 737295.93E 2893464.33ELEV 172.94
HUB FLY PT 109 (RTK)N 737254.15E 2893430.02 ELEV 164.76
HUB FLY PT 115 (RTK)N 737771.04E 2893180.18ELEV 163.09
HUB FLY PT 116 (RTK)N 737132.25E 2893159.81ELEV 157.21
HUB FLY PT 118 (RTK)N 737486.09E 2893028.96ELEV 155.48
V-Guywire
V-Guywire
FLOATING DOCK
LEVEE
TOE
EXISTING RIPRAP
EXISTING RIPRAP
GATE
TWO P.P.'S
ONE UNUSED
GUY WIRE
GATE
P.P. P.P.
4X4 METAL POST
2" PVC PIPE
(UNKNOWN)
TOP EL.161.23
12" CONCRETE CULVERT
INV. EL.164.20
TOP EL. 165.35
12" CONCRETE CULVERT
INV. EL.165.52
TOP EL. 166.48
LOW WIRE
EL.187.50
LOW WIRE
EL.187.83
LOW WIRE
EL.185.51
B1
B2
B3 B4
B5 B6 B7
B8
TELEPHONE PEDESTAL
BP: 0+00.00
PI: 2+59.28
PI
: 4
+1 9.
PI
: 7
+6 5.
PI
: 8
+8 3.
PI
: 9
+5 8.
PI
: 1
2+
.7
EP
: 1
4+
.6
EXISTING TIMBER PILE
DIKE TO BE REMOVED
12 MILE BAYOU
FLOW
SO
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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-
-0
M M
M M
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YY
Y
VI
C
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BU
R G
, M S
C
LA
Y
ST
R
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T
VI
C
KS
BU
R G
D
IS
TR
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AG
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R S
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VE
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ST
A.
+9
7+
P.
L.
4-
E M
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G
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N K
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AB
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N
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CD101
ES
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AG
U R
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D
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1. SURVEY TAKEN MARCH 2021.
2. ALL UNITS IN U.S. SURVEY FEET.
3. SEE SHEET C-501 FOR TYPICAL DETAILS.
4. ZERO AZIMUTH IS FACING NORTH.
5. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH,
NAD83.
6. VERTICAL REFERENCE SYSTEM: NAVD88.
7. SEE SHEET C-601 FOR CONTROL LINE DATA.
8. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
9. PROFILE IS CUT ALONG THE CENTERLINE OF THE LONGITUDINAL DIKE AND
CROSS SECTIONS ARE CUT ALONG THE BASE LINE, THEREFORE THE
STATIONING WILL BE DIFFERENT FOR BOTH.
10. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
11. NO OTHER ITEMS WITHIN THE RIGHT-OF-WAY SHALL BE DISTURBED UNLESS
LABELED "TO BE REMOVED".
NOTES
LEGEND
DEMOLITION AREA
A1 WEST AGURS SITE 2 - DEMOLITION PLAN
SCALE: 1"=100'
100' 200'0
ST
A.
+5
8.
ST
A.
+0
8.
ST
A.
+5
8.
ST
A.
+0
9.
ST
A.
+5
9.
ST
A.
+1
0.
ST
A.
+6
1.
ST
A.
+7
3.
5°
5'
9.
5°
5'
9.
5°
5'
9.
5°
5'
9.
5°
5'
9.
5°
5'
9.
5°
5'
9.
ST
A.
+0
0.
ST
A.
+4
4.
ST
A.
+3
6.
ST
A.
+4
4.
BEGINNING OF
LPSTD APPROX:
N=750337.99 E=2888841.17
END OF LPSTD
APPROX:
N=750209.00 E=2888556.88
2 FT THICK STONE BANK
PAVING TO TOP PANK
GAS SIGN POST
NATURAL GAS PIPELINE
FENCE
FENCE
FAILURE AREA LEVEE TOE
LEVEE TOE
TOP BANK
A1
A2
A3
A4
EL
EV
AT
IO
N
ELEVATIO
N
STATION
-0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ST
A.
+0
0.
EL
. 1
.0
ST
A.
+1
2.
EL
. 1
.0
CONSTRUCT LONGITUDINAL PEAKED DIKE
NORMAL
WATER
= 146'
NORMAL
WATER
= 146'
N
SO
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C
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AT
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N N
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B
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D
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C R
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A
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BM
IT
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D B
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D
AT
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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-
-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
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
C-101
ES
T
AG
U R
S
SI
TE
PL
AN
A N
D P
R O
FI
LE
YN
C
H
Z.
L
YN
C
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D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. SURVEY TAKEN MARCH 2021.
2. ALL UNITS IN U.S. SURVEY FEET.
3. SEE SHEET C-501 FOR TYPICAL DETAILS.
4. ZERO AZIMUTH IS FACING NORTH.
5. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH,
NAD83.
6. VERTICAL REFERENCE SYSTEM: NAVD88.
7. SEE SHEET C-601 FOR CONTROL LINE DATA.
8. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
9. PROFILE IS CUT ALONG THE CENTERLINE OF THE LONGITUDINAL DIKE AND
CROSS SECTIONS ARE CUT ALONG THE BASE LINE, THEREFORE THE
STATIONING WILL BE DIFFERENT FOR BOTH.
10. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
D1 WEST AGURS SITE 1 - PLAN
SCALE: 1"=50' 50' 100'0
A1 WEST AGURS SITE 1 - PROFILE
HORIZONTAL SCALE: 1"=50' 50' 100'0
VERTICAL SCALE: 1"=20'
R200 STONE
FLOW
E
E E
E
E
E E
E
E
E E
E
E
J
EE
E
E E
E
E
E E E
E E
E
E
E J
EE
E
E E
E
E
E E E
E
E
E
E
E J
N 737295.93E 2893464.33ELEV 172.90N 737295.92E 2893464.32ELEV 172.92N 737295.91E 2893464.33ELEV 172.88
N 737484.59E 2893423.47ELEV 173.22
N 737295.91E 2893464.34ELEV 172.90N 737295.88E 2893464.34 ELEV 172.90N 737295.89E 2893464.32ELEV 172.90N 737295.92E 2893464.33ELEV 172.93N 737295.92E 2893464.32ELEV 172.94N 737295.90E 2893464.31ELEV 172.94N 737295.89E 2893464.35ELEV 172.93N 737295.93E 2893464.33ELEV 172.94
HUB FLY PT 109 (RTK)N 737254.15E 2893430.02 ELEV 164.76
HUB FLY PT 110 (RTK)N 737287.48E 2893429.65ELEV 165.97
HUB FLY PT 111 (RTK)N 737286.33E 2893410.76ELEV 160.53
HUB FLY PT 112 (RTK)N 737373.64E 2893431.84ELEV 171.86
HUB FLY PT 113 (RTK)N 737371.08E 2893400.00ELEV 151.65
HUB FLY PT 114 (RTK)N 737491.04E 2893335.50ELEV 151.31
HUB FLY PT 115 (RTK)N 737771.04E 2893180.18ELEV 163.09
HUB FLY PT 116 (RTK)N 737132.25E 2893159.81ELEV 157.21
HUB FLY PT 117 (RTK)N 737508.48 E 2893057.89ELEV 155.31
HUB FLY PT 118 (RTK)N 737486.09E 2893028.96ELEV 155.48
V-Guywire
V-Guywire
START OF LPSTD
(TIE TO EXISTING
GROUND)
APPROX:
N=737417.24 E=2893268.39
END OF LPSTD
(TIE TO EXISTING
GROUD)
APPROX:
N=737241.93 E=2893346.52
FLOATING DOCK
LEVEE
TOE
EXISTING RIPRAP
EXISTING RIPRAP
GATE
TWO P.P.'S
ONE UNUSED
GUY WIRE
GATE
P.P. P.P.
4X4 METAL POST
2" PVC PIPE
(UNKNOWN)
TOP EL.161.23
12" CONCRETE CULVERT
INV. EL.164.20
TOP EL. 165.35
12" CONCRETE CULVERT
INV. EL.165.52
TOP EL. 166.48
LOW WIRE
EL.187.50
LOW WIRE
EL.187.83
LOW WIRE
EL.185.51
B1
B2
4°
7'
4.
ST
A.
+2
1.
4°
7'
4.
9°
7'
6.
9°
9'
4.
7°
6'
0.
5°
3'
3.
5°
3'
3.
8°
3'
5.
8°
3'
5.
ST
A.
+7
2.
ST
A.
+3
8.
ST
A.
+8
8.
ST
A.
+6
2.
8°
4'
1.
ST
A.
+2
2.
5°
3'
3.
ST
A.
+6
1.
ST
A.
+0
8.
ST
A.
+6
0.
ST
A.
+1
9.
ST
A.
+6
7.
TIE STONE BANK PAVING
TO EXISTING RIPRAP
B3 B4
B5 B6 B7
B8
START OF LPSTD
(TIE TO EXISTING
GROUND)
APPROX:
N=737693.68 E=2893134.94
END OF LPSTD
(TIE TO EXISTING
GROUND)
APPROX:
N=737504.37 E=2893241.09
TELEPHONE PEDESTAL
2 FT THICK STONE BANK
PAVING TO TOP BANK
STA. 0+00.00
STA. 2+59.28
ST
A.
+1
9.
ST
A.
+6
5.
ST
A.
+8
3.
ST
A.
+5
8.
ST
A.
2+
.7
ST
A.
4+
.6
EL
EV
AT
IO
N
ELEVATIO
N
STATION
-1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ST
A.
+0
0.
EL
. 1
.0
ST
A.
+1
8.
EL
. 1
.0
CONSTRUCT LONGITUDINAL
PEAKED DIKE
NORMAL
WATER = 146'
NORMAL
WATER = 146'
EL
EV
AT
IO
N
ELEVATIO
N
STATION
-1+50 -1+00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
ST
A.
+0
6.
EL
. 1
.0
ST
A.
+9
6.
EL
. 1
.0
CONSTRUCT LONGITUDINAL
PEAKED DIKE
NORMAL
WATER = 146'
NORMAL
WATER = 146'
N
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-
-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
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
C-102
ES
T
AG
U R
S
SI
TE
PL
AN
A N
D P
R O
FI
LE
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. SURVEY TAKEN MARCH 2021.
2. ALL UNITS IN U.S. SURVEY FEET.
3. SEE SHEET C-501 FOR TYPICAL DETAILS.
4. ZERO AZIMUTH IS FACING NORTH.
5. HORIZONTAL COORDINATE SYSTEM: STATE PLANE, LOUISIANA NORTH,
NAD83.
6. VERTICAL REFERENCE SYSTEM: NAVD88.
7. SEE SHEET C-601 FOR CONTROL LINE DATA.
8. SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
THESE POINTS IF NECESSARY TO CONTRUCT THE PROJECT.
9. PROFILE IS CUT ALONG THE CENTERLINE OF THE LONGITUDINAL DIKE AND
CROSS SECTIONS ARE CUT ALONG THE BASE LINE, THEREFORE THE
STATIONING WILL BE DIFFERENT FOR BOTH.
10. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
D1 WEST AGURS SITE 2 - PLAN
SCALE: 1"=100'
VERTICAL SCALE: 1"=20'
100' 200'0
100' 200'0A2 WEST AGURS SITE 2 - UPSTREAM PROFILE
HORIZONTAL SCALE: 1"=100'
VERTICAL SCALE: 1"=20'
100' 200'0A5 WEST AGURS SITE 2 - DOWNSTREAM PROFILE
HORIZONTAL SCALE: 1"=100'
R200 STONE
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 3+58.56
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 4+08.60
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 4+58.79
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
BEGIN CONSTRUCTION OF
LONGITUDINAL DIKE AND
STONE BANK PAVING
NORMAL
WATER = 146'
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
C-301
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
S
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
A1 WEST AGURS SITE 1 - CROSS SECTIONS
SCALE: 1"=20' 20' 40'0
AT
IO
N
EL
EV
AT
IO
N
STATION 5+09.35
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 5+59.92
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 6+10.49
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
LPSTD CENTERLINE
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
NORMAL
WATER = 146'
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
A
AS ADVERTISED
C-302
W
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
N S
Z.
L
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
AT
IO
N
EL
EV
AT
IO
N
STATION 6+61.05
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 6+73.37
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
END CONSTRUCTION OF
LONGITUDINAL DIKE AND
STONE BANK PAVING
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
A
AS ADVERTISED
C-303
W
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
N S
Z.
L
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
SCALE: 1"=50' 20' 40'0
AT
IO
N
EL
EV
AT
IO
N
STATION 4+21.84
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 4+72.71
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 5+38.09
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
BEGIN CONSTRUCTION OF
LONGITUDINAL DIKE AND
STONE BANK PAVING
NORMAL
WATER = 146'
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
A
AS ADVERTISED
C-304
W
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
N S
Z.
L
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
A1 WEST AGURS SITE 2 - CROSS SECTIONS
AT
IO
N
EL
EV
AT
IO
N
STATION 5+88.32
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 6+62.33
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 7+22.39
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
STONE BANK
PAVING TO TOE
NORMAL
WATER = 146'
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
A
AS ADVERTISED
C-305
W
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
N S
Z.
L
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
AT
IO
N
EL
EV
AT
IO
N
STATION 7+61.21
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 8+08.60
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 8+60.28
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
STONE BANK PAVING
TO TOP BANK
STONE BANK
PAVING TO TOE
BEGINNING OF
SECOND LPSTD
NORMAL
WATER = 146'
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
YY
-X
-X
XX
X
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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
IL
IZ
AT
IO
N
M
IL
E
BA
YO
U
, S H
R
EV
EP
O
R T, L O
U
IS
IA
N
A
AS ADVERTISED
C-306
W
ES
T
AG
U R
S
SI
TE
C R
O
SS
S
EC
TI
O
N S
Z.
L
YN
C
H
Z.
L
YN
C
H
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
AT
IO
N
EL
EV
AT
IO
N
STATION 9+19.71
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EL
EV
AT
IO
N
EL
EV
AT
IO
N
STATION 9+67.02
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250
EXISTING GROUND
LPSTD CENTERLINE
STONE BANK PAVING
TO TOP BANK
END CONSTRUCTION OF
LONGITUDINAL DIKE AND
STONE BANK PAVING
NORMAL
WATER = 146'
NORMAL
WATER = 146'
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-
-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 W
ES
T
AG
U
R S
LE
VE
E
ST
A.
+9
7+
P.
L.
4-
E M
ER
G
EN
C
Y
BA
N K
ST
AB
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AS ADVERTISED
C-307
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1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
NOTES
LEGEND
R200 STONE
EXISTING GROUND
EXISTING GROUND
LPSTD CENTERLINE
2 FT THICK STONE BANK
PAVING TO TOP BANK
STONE BANK
PAVING TO TOE
BEGINNING OF
SECOND LPSTD
"R200" STONE
2 FT THICK STONE BANK
PAVING TO TOP BANK
2 FT THICK STONE BANK
PAVING TO TOP BANK
"R200" STONE
LPSTD CENTERLINE
GRADE EXISTING
GROUND 1V:1.2H
EXISTING GROUND
SLOPE OF NATURAL REPOSE
SLOPE OF NATURAL REPOSE
"R200" STONE
SITE 1 ELEV = 136 FT
SITE 2 ELEV = 123 FT
SITE 1 ELEV = 136 FT
SITE 2 ELEV = 123 FT
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E6 LONGITUDINAL PEAK STONE TOE DIKE WITH STONE BANK PAVING ON GRADED SLOPE
SCALE: 1"=20'
A6 LONGITUDINAL PEAK STONE TOE DIKE WITH STONE BANK PAVING
SCALE: 1"=20'A1 STONE BANK PAVING
SCALE: 1"=20' 20' 40'0
20' 40'0
20' 40'0
FLOW
PLAN
FLOW
1. EXCAVATE THE TRENCH.
WIDTH
BALE
2. PLACE BALES TIGHTLY TOGETHER AND STAKE.
4. BACKFILL AND COMPACT THE EXCAVATED SOIL.
POINTS A SHOULD BE HIGHER THAN POINT B
B A
FL
O
W
A
2' (M
IN
3' (M
IN
RUNOFF
STEEL OR WOOD POST
(5' MIN. LENGTH)
STEEL OR WOOD POST
4"
FILTER FABRIC
ATTACH SECURELY TO UPSTREAM SIDE OF POST.
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
MAX. ABOVE GROUND)
4" x 4" TRENCH
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
AND BACKFILL WITH COMPACTED MATERIAL.
9" (MAX. RECOMMENDED)
STORAGE HEIGHT.
10'-0" MAXIMUM SPACING WITH WOVEN WIRE SUPPORT FENCE -
6'-0" MAXIMUM SPACING WITHOUT WIRE SUPPORT FENCE.
STORM WATER POLLUTION PREVENTION PLAN TYPICAL DETAILS
SCALE: NONE
STRAW BALE DETAILS
CONSTRUCTION OF A STRAW BALE BARRIER
SILT SCREEN FENCE IN DRAINAGE
ELEVATION SECTION
PLAN
SCALE: NONE
EXTRA STRENGTH FILTER FABRIC REQUIRED
IF WIRE MESH SUPPORT IS NOT USED.
3. GAPS BETWEEN BALES SHALL BE CHINKED
(FILLED BY WEDGING WITH STRAW).
SCALE: NONE
CONSTRUCTION ENTRANCE & EXIT DETAILS
SILT SCREEN FENCE DETAILS
SCALE: NONE
COARSE AGGREGATE
50' MIN. LENGTH
AS REQ'D
WIDTH
6" MIN. DEPTH
HARD SURFACE PUBLIC ROAD
NOTES:
1. INSPECT AND REPAIR FENCE 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 SHALL BE PLACED ALONG SLOPE CONTOURS TO
MAXIMIZE PONDING EFFICIENCY.
4. CONTRACTOR SHALL BEGIN EXCAVATION OPERATIONS AT A MINIMUM
10 FOOT OFFSET INSIDE THE BORROW AREA RIGHT OF WAY AS SHOWN.
5. THE LEVEE STATIONING SHOWN ON THE SITE PLAN REFERS TO THE
EXISTING LEVEE CENTERLINE STATIONING.
6. OVERBANK PUMPING IS PROHIBITED. ENCLOSED CONDUITS SHALL BE
USED TO PUMP ALL EXCESS WATER FROM THE BORROW AREA AS DEEMED
NECESSARY TO APPROVED DISCHARGE LOCATIONS. INLET LINES SHALL ONLY
PUMP WATER FROM THE SURFACE OF THE BORROW AREA, AND POINTS OF
DISCHARGE SHALL EXTEND AT A MINIMUM OF 20-FEET PERPENDICULAR FROM
THE WATER'S EDGE OF THE RECEIVING BODY BELOW THE SURFACE (5' MINIMUM
OR BOTTOM) AS TO INHIBIT EROSION. ADDITIONAL EROSION MEASURES SHALL
BE UTILIZED AT ANY POINT IN WHICH IMMEDIATE ACTION IS NEEDED TO MAINTAIN
EXISTING SOIL STABILITY.
7. 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.
8. THE CONTRACTOR SHALL EMPLOY THE USE OF ADDITIONAL
EROSION CONTROL BMP MEASURES TO MITIGATE THE DISTURBANCE
OF LOCATIONS WHERE CLEARING AND GRUBBING IS TO OCCUR ON THE
LANDSIDE TOE OF THE LEVEE.
9. IN THE EVENT THAT ADJACENT RECEIVING WATER BODIES ARE
UNAVAILABLE FOR UNWATERING, UNWATERING SHALL BE ADMINISTERED
ACCORDING TO ALTERNATIVE BMP PRACTICES APPROVED BY THE CONTRACTING
OFFICER AND LDEQ. APPROVED DISCHARGE LOCATIONS ARE NOT DEFINED ON
THE PLANS AND SHALL BE COORDINATED WITH THE LANDOWNER AND THE
CONTRACTING OFFICER.
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E=2888917.83
N=750331.56
APPROX. WATER'S EDGE
E=2888992.14
N=750210.93
APPROX. LEVEE TOE
O L
D M
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R
IN
G S P
O R
T R
D
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SHREVEP
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RD.
INTERSTATE 220
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FL
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F L
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CADDO PARISH,
LOUISIANA
SECTION 14, T 18N, R 14W
PROPOSED ACCESS ROAD
E=2888502.75
N=750157.44
APPROX. WATER'S EDGE
E=2888560.64
N=749985.81
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:05:19 AM 6/21/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/West Agurs PL 84-99/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/Microstation/_Sheets/X_WA_R-101.dgn
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SCALE: 1" = 200' 400'0 200'
N
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SITE 1 - RIGHT OF WAY
W E
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-0
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CADDO PARISH,
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12 MILE BAYOU
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D R
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F L O
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FLOW
SECTION 25, T 18N, R 14W
E=2893107.98
N=737770.58
APPROX. WATER'S EDGE
E=2893440.97
N=737162.24
APPROX. WATER'S EDGE
E=2893535.24
N=737206.79
E=2893262.46
N=737854.64
N . C
O M
M O
N S
T
APPROX. LEVEE TOE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg9:05:27 AM 6/21/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/01 - Red River Projects/West Agurs PL 84-99/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/Microstation/_Sheets/X_WA_R-102.dgn
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SITE 1 CONTROL LINE DATA
POINT ID
A1
A2
A3
A4
NORTHING
750429.69
750283.34
750189.01
750026.18
EASTING
2889185.62
2889000.14
2888813.95
2888562.99
ELEVATION
176.76
175.70
175.47
176.49
DESCRIPTIONS
BM CLDAS-179-D, BRONZE USACE DISK
BM CLDAS-179-C1, BRONZE USACE DISK
BM CLDAS-179-B1, BRONZE USACE DISK
IR PT 4001
SITE 2 CONTROL LINE DATA
POINT ID
B1
B2
B3
B4
B5
B6
B7
B8
NORTHING
738089.32
737935.08
737798.17
737484.59
737368.92
737296.04
737069.46
736882.97
EASTING
2892985.58
2893193.99
2893277.68
2893423.47
2893444.53
2893464.35
2893574.83
2893666.68
ELEVATION
175.41
173.82
174.26
173.26
173.19
172.91
173.25
173.68
DESCRIPTIONS
BM CLDAS-147-R, BRONZE USACE DISK
BM CLDAS-147-Q, BRONZE USACE DISK
BM CLDAS-147-P, BRONZE USACE DISK
BM CLDAS-147-O, BRONZE USACE DISK
BM CLDAS-147-N, BRONZE USACE DISK
IR PT-102
IR PT-101
IR PT-100
| Sheets and Views |
| Cover Sheet and Tabulation - G-001 |
| Sheet 1 |
| WA_V-SPVIC - WA_V-SPVIC - Sheet 1 ANSI 'D' |
| Sheet 1 |
| WA_CDDEMO2 - CD101 |
| Sheet 1 |
| Site 1 Pland and Profile - C-101 |
| Sheet 1 |
| Site 2 Pland and Profile - Site 2 Plan and Profile |
| Sheet 1 |
| WA_C-DT7046 - TYPICAL SECTION |
| Sheet 1 |
| WA_C-SWPP - C-502 |
| Sheet 1 |
| Cover Sheet and Tabulation - C-601 |
| Sheet 1 |
File details come from the government source that posted it. Updated .