A22_Drawings_W912EE22B0005.pdf
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- Solicitation number
- W912EE22B0005
About this file
This document outlines a federal contract solicitation for levee setback construction work. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Vicksburg. It seeks bids to perform work including clearing, grubbing, excavation, levee embankment construction, gravel and stone surfacing, erosion control, and environmental protection. The work locations are levee sites 1, 5, and 6 along the Ouachita River in Ouachita and Caldwell Parishes, Louisiana. Bids must be submitted by 2:00 PM Central Time on June 30, 2022. Plans and specifications are available on SAM.gov. This procurement has been set aside for small businesses classified under NAICS code 237990 for firm fixed price construction contracts.
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SITE 1
SITE 5
SITE 6
5 MILES TO MONROE
OUACHITA RIVER
6 MILES TO COLUMBIA
BORROW AREA
HWY 165
S O
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A N
S I
D
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
of Engineers
US Army Corps
R M
-1
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P .L -9
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B A
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RM 159-108, SITES 1, 5, & 6
P.L. 84-99 EMERGENCY LEVEE SETBACK
OUACHITA RIVER BASIN, OUACHITA & CALDWELL PARISHES
TBD
VICKSBURG DISTRICT
C O
V E
R S
H E
E T
N
RICHWOOD
LOGTOWN
F L
O W
FL
OW
F L
O W
F L O
W F L
O W
F L
O W
W E
E -2
-B -0
A P
R
IL
W912EE-22-B-0005
APRIL 2022
AS ADVERTISE
SITE 1
SITE 5
SITE 6
HWY 165
HWY 165
5 MILES TO MONROE
6 MILES TO COLUMBIA
RICHWOOD
LOGTOWN
BORROW AREA
OUACHITA RIVER
OUACHITA RIVER
OUACHITA RIVER
S O
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ALL UNITS ARE IN U.S. SURVEY FOOT.3.
US FOOT.
HORIZONTAL DATUM IS NAD83/2011, LOUISIANA STATE PLANES, NORTH ZONE, 2.
VERTICAL DATUM IS N.A.V.D. 88.1.
GENERAL NOTES
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S
F L
O W
F L
O W
F
LO
W
F L O
W
F L
O W
F L
O W
F L
O W
C1
N
C1
N
LEVEE SETBACK PROJECT LOCATIONS
NTS
D
W A
L L
A C
E P .E
P R
O J E
C T L
O C
A T
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N
G-101
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NOTES:
Are natural water contents in percent dry weight
GRAVEL,Well Graded, gravel-sand mixtures, little or no fines
GRAVEL,Poorly Graded, gravel-sand mixtures, little or no fines
SILTY GRAVEL,gravel-sand-silt mixtures
CLAYEY GRAVEL, gravel-sand-clay mixtures
SAND, Well-Graded, gravely sands
SAND, Poorly-Graded, gravely sands
TYPICAL NAMES
UNIFIED SOIL CLASSIFICATION
SYMBOLS TO LEFT OF BORING
Ground - water surface and date observed
VS
T
Q
R
S
C
FIGURES TO RIGHT OF BORING
Are values of cohesion in lbs./sq. ft from unconfined compression test
Denotes location of consolidation test **
Denotes location of consolidated - drained direct shear test **
Denotes location of consolidated - undrained triaxial compression test **
Denotes location of unconsolidated - undrained triaxial compression test **
Denotes location of vane shear test **
Denotes location of sample subjected to consolidation test and each of the above three types of shear test **
FIGURES TO LEFT OF BORING UNDER COLUMNS "LL" AND "PL"
Denotes free waterFW
Are liquid limits and plastic limits, respectfully per second of undisturbed sample
Where underlined with a solid line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio
Where underlined with a dashed line denotes laboratory permeability in centimeters
SILTY SAND, sand-silt mixtures
CLAYEY SAND, sand-clay mixtures
SILT & very fine sand, silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY; Sandy Clay; Silty Clay; of low to medium plasticity
ORGANIC SILTS and organic silty clays of low plasticity
SILT, fine sandy or silty soil with high plasticity
FAT CLAY, Inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity, organic silts
PEAT, and other highly organic soil
WOOD
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
DESCRIPTIVE SYMBOLS
SYM
BOL
LETTER
SYMBOL
CLEAN
GRAVEL
CLEAN
SAND
SANDS
WITH FINES
SILTS AND
CLAYS
SILTS AND
HIGHLY ORGANIC SOILS
WOOD
NO SAMPLE
F
IN
E G
R A
IN
E D S
O
IL
S C
O A
R S
E
G R
A
IN
E D S
O
IL
S
G R
A V
E L
S S
A N
D S
MAJOR DIVISION TYPE
GRAVEL
WITH FINES
(Appreciable
(Appreciable
Amount of
Fines)
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols
A comma will be used between modification symbols. Example. So,Gr,w/SIS,(CH)
(Liquid Limit < 50)
(Liquid Limit > 50)
M o re t h a n h a lf o f c o a rs e fr a c ti o n i s l a rg e r th a n
Amount of Fines)
(Little or No Fines)
(Little or No Fines)
CLAYS
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
When underlined denotes D size in mm *
M o re t h a n h a lf o f c o a rs e o .4 s ie v e s iz e fr a c ti o n i s s m a ll e r th a n
N o s ie v e s iz e
N o .2 s ie v e s iz e
M o re t h a n h a lf o f th e m a te ri a l is s m a ll e r th a n
" I.D., 2" O. D.) and a 140 lb. driving hammer with a 30" drop8
(1
In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler
CONSISTENCY
FOR COHESIVE SOILS
COLOR MODIFICATIONS MODIFICATIONS
* The D size of a soil is the grain diameter in millimeters of which 10% of the soil is finer, and 90% coarser than D .
10 10 on the drawings.
** Results of these test are available for inspection in the U.S. Army Engineer District Office, if these symbols appear beside the boring logs
0 20 40 60 80
OH
MH
CH
"U L
IN
E
"A
LI
N E
CL
CL - ML OL
ML
L. L. - LIQUID LIMIT
PLASTICITY CHART
For classification of fine - grained soils
P I P
L A
S T
IC
IT
Y I
N D
E X
CONSISTENCY
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
SYMBOL
COHESION IN LBS./SQ. FT. FROM
UNCONFINED COMPRESSION TEST
vSo
So
M
St vSt
H
2000 - 4000
1000 - 2000
500 - 1000
250 - 500
< 250
> 4000
SYMBOLCOLOR
T
Y
R
BK
GR
lGr dGr
Br lBr dBr br Gr gy Br gn Gr gy Gn
Gn
Bl
Bl Gn
Wh rd
Mot
SSIS
SISS
w/
D vD
Tr-
F
M
C cc rt lg sh sds slf
O
CS
SIS
SS
S
G
B
SL
Wd
Ox
Cr
Lo
Veg
MODIFICATION SYMBOLMODIFICATION
Sandy Silt strata
Silty Sand strata
With
Dense
Very Dense
Traces
Fine
Medium
Coarse
Concretions
Rootlets
Lignite fragments
Shale fragments
Sandstone fragments
Shell fragments
Organic matter
Clay strata or lenses
Silt strata or lenses
Sand strata or lenses
Sandy
Gravely
Boulders
Slickensides
Wood
Oxidized
Crumbly
Loose
Vegetation
REDDISH
MOTTLED
WHITE
BLUE - GREEN
BLUE
GREEN
GRAYISH - GREEN
GREENISH - GRAY
GRAYISH - BROWN
BROWNISH - GRAY
DARK BROWN
LIGHT BROWN
BROWN
DARK GRAY
LIGHT GRAY
GRAY
BLACK
RED
YELLOW
TAN
COLOR
SYMBOL
considered as differing materially within the purview of the Contract Clause DIFFERING SITE CONDITIONS.
materials of the region are anticipated and, if encountered, such variations will not be and for their respective vertical reaches, local variations characteristic of the subsurface
1. While the borings are representative of subsurface conditions at their respective locations water will not be encountered at the locations or within the vertical reaches of such borings.
that no ground water data are available from the boring but does not necessarily mean that ground in such borings on the dates shown. Absence of water surface data on certain borings indicates
2. Ground water elevations shown on the boring logs represent ground water surfaces encountered strengths from unconfined compression test are shown.
examination and is approximate, except within those vertical reaches of the borings where shear
3. Consistency of cohesive soils shown on the boring logs is based on driller's log and visual
10FIGURES TO LEFT OF BORING UNDER COLUMN "W OR D "
ASTM D 2487, (2017) Classification of Soils for Engineering Purposes.
4. The detailed explanation of the Unified Soil Classification System is presented in
GENERAL NOTES
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C O
C O B
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D R
D
H O
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R R
D
ORL-11.20U
N=650742.306
E=3394710.782
ORL-14.20U
N=652027.168
E=3393685.134
FLOW
ORL-12.20U
N=651022.112
E=3394316.868
ORL-13.20U
N=651475.984
E=3393968.055
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A1
SCALE: 1" = 100' 200'0 100'
N
D .W
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AS ADVERTISE
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OUACHITA RIVER
A P
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LEGEND
AERIAL IMAGERY WAS TAKEN MAY 20202.
VERTICAL DATUM NAVD 881.
GENERAL NOTES
BORING LOCATION
H A
R M
O N M
C D
O N
A L D R
D
OLR-5.20U
N=694594.759
E=3401870.689
OLR-7.20U
N=694331.923
E=3400923.023
OLR-8.20U
N=694161.279
E=3400540.948
OLR-6.20U
N=694439.026
E=3401340.392
FLOW
J
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BORING LAYOUT SITE 5
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OUACHITA RIVER
AS ADVERTISE
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0 70
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85 85
85 85
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US Army Corps
U .S
A R
M Y C
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B U
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D R
D
B U
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H O
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D R
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ORL-1.20U
N=705162.160
E=3399848.554
ORL-2.20U
N=704760.792
E= 3398752.293
FLOW
GENERAL NOTES
BORING LOCATION
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T
IS
S
IT
E
C
B A
N S
K T
O N P .E
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
B O
R
IN
G L
A Y
O U
T
M A
T C
H L
IN
E S
H E
E T B -1
R M
-1
S
IT
E S
P .L -9
E
M E
R G
E N
C Y L
E V
E E S
E T
B A
C K
OUACHITA RIVER
A P
R
IL
W E
E -2
-B -0
55 55 55 55 55
60 60
70 70
70 70 70
75 75
75 75 75
R O
S E R
D R
O S
E R
D
M C
C L
U R
E R
D
ORL-3.20U
N=704498.956
E=3397676.227
ORL-4.20U
N=704391.089
E=3396829.885
FLOW
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:52:52 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
S
W A
L L
A C
E P .E
S H
E E
T O
F
B O
R
IN
G L
A Y
O U
T
S
IT
E
B-104
S P
O R
T
IS
S P
O R
T
IS
C
B A
N K
S T
O N P .E
AS ADVERTISE
R M
-1
S
IT
E S
P .L -9
E
M E
R G
E N
C Y L
E V
E E S
E T
B A
C K
O U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
T B
D
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
SCALE: 1" = 100' 200'0 100'
N
SITE 6 BORING LAYOUT
M A
T C
H L
IN
E S
H E
E T R -1
OUACHITA RIVER
W E
E -2
-B -0
A P
R
IL
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
OLR-11-19B
N=614457.196
E=3407202.418
OLR-2-19B
N=586816.256
E=3419044.113
OLR-1-19B
N= 614701.800
E=3406465.225
OLR-5-19B
N= 614816.129
E=3406879.334
OLR-7-19B
N=614430.787
E=3406951.936
OLR-4-19B
N=614571.825
E=3406728.667
OLR-8-19B
N=614667.840
E=3407108.816
OLR-6-19B
N= 615111.258
E=3407001.966
OLR-10-19B
N=614275.246
E=3407187.636
OLR-9-19B
N=614857.380
E=3407207.096
64 64 64
64 64
64 64
64 64
O W
N R
O A
D
OLR-3-19B
N=86911.016
E=3419087.069
BORROW LOCATION
AERIAL IMAGERY WAS TAKEN MARCH 20182.
VERTICAL DATUM NAVD 881.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:05 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
S
B-105
U
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
B O
R R
O W B
O R
IN
G L
O C
A T
IO
N S
AS ADVERTISE
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
D
W A
L L
C E P .E
S P
O R
T
IS
S P
O R
T
IS
C
B A
N K
S T
O N P .E
A1
BORROW BORING LOCATIONS
SCALE: 1" = 100' 100' 200'0
N
W E
E -2
-B -0
M
-1
S
IT
E S
P .L -9
E
M E
R G
E N
C Y L
E V
E E S
E T
B A
C K
A P
R
IL
T
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
-10
-10
E L E
V A
T
IO
IN
.A .V .D
E L E
V A
T
IO
.V .D
ML
CH
ML
CH
SM
CH
SM
SP-SM
CH
(20)
(8)
(11)
(52)
(45)
(45)
(50/6")
(44)
(45)
(37)
NP
NP
0.19
0.16 vSt
St,SL
St,SL
St,SL
F,-200=43.9%
F
St
St
St,W/ O
St,SL,W/ O
St,SL
St,SL
F
CS
CS,-200=21.4%
F-C,W/ G,-200=5.3%
F-C,W/ G
-200=5.8%
F-C,W/ G
H,SIS
H,SIS
H,SIS
T
GR&T
LGR
T
GR
Q=2.11 ksf
0.89 ksf
1.01 ksf
1.81 ksf
08-04-2020
1O D
LAT. 705162.16
LL W
FIELD BOOK NO.
ORL-1.20U
77.968G.S.E.PL
ML
CL
CH
CL
SP-SM
SM
CH
(20)
(14)
(32)
(40)
(50)
(49)
(38)
(44)
0.08
St,SSIS
St
St,SL
St,SL
St,SL
St
So
So,W/ WD
St
St
St vSt,SL vSt vSt
F,-200=9.0%
F-C,W/ TR G
-200=13.9%
F-C,W/ TR G
H,SIS
H,SIS
H,SIS,W/ CC
T
LGR
LGR&T
LGR
BR
Q=1.24 ksf
1.12 ksf
Q=0.33 ksf
1.78 ksf
2.43 ksf
08-05-2020
1O
DLL W
FIELD BOOK NO.
ORL-2.20U
75.728G.S.E.PL
ML
CH
CL
CL
SM
SP-SM
CH
(20)
(18)
(12)
(10)
(5)
(32)
(40)
(34)
(50)
(32)
(39)
(33)
0.13
W/ S
W/ S,-200=81.2%
St
M
M
M,SIS,OX
M,SIS,OX
St vSt vSt vSt vSt
St
F
F,-200=32.2%
F-C,W/ TR G
F-C,W/ TR G
-200=6.0%
F-C,W/ G
H,SIS
H,SIS
T
GR
LGR
T
BR
1.58 ksf
Q=0.55 ksf
Q=0.86 ksf
2.38 ksf
08-05-2020
1O
DLL W
FIELD BOOK NO.
ORL-3.20U
76.721G.S.E.PL
ML
CL
CH
ML
SP-SM
(19)
(17)
(15)
(12)
(8)
(6)
(WOH)
(43)
(40)
(43)
(23)
(45)
NP
NP
NP
NP
0.1
0.09
W/ S
W/ S,-200=75.7%
W/ S
W/ S
W/ S
W/ S,-200=77.3%
W/ S
CS,W/ S
M
M
St
St
St
St
St,SIS
St,SIS
S
F
F-M,-200=6.6%
F-M
F-C,W/ G,-200=9.4%
F-C,W/ G
T
GR&T
LGR&T
LGR
Q=0.71 ksf
Q=1.19 ksf
Q=1.28 ksf
08-06-2020
1O
DLL W
FIELD BOOK NO.
ORL-4.20U
78.216G.S.E.PL
ML
CH
ML
ML
SP-SM
CL
ML
(20)
(14)
(14)
(10)
(9)
(27)
(33)
(36)
(20)
(50/6")
(56)
(50/6")
0.11
0.12
S,W/ G
S vSt,W/ SIS vSt vSt vSt vSt,SL vSt,W/ SIS
CS
CS,-200=89.3%
CS
-200=63.4%
F
F,-200=5.8%
F-M
F-M,-200=6.5%
M,W/ CC
S,-200=57.5%
S
T
LGR
T&LGR
LGR&T
LGR
LGR&T
LGR
GR
Q=2.78 ksf
2.96 ksf
2.36 ksf
3.88 ksf
08-11-2020
1O
DLL W
FIELD BOOK NO.
ORL-5.20U
71.988G.S.E.PL
ML
CL
CH
SP
CH
(13)
(12)
(15)
(32)
(28)
(30)
(31)
(46)
(54)
(43)
(37)
0.16
0.15
0.24
CS
CS
M,SIS
St,SIS
St,SIS
St,SIS
St,SL
St,SL vSt,SL vSt,SL vSt,SL
F-M,-200=4.8%
F-M
F,-200=3.3%
F
F
F-C,W/ G,-200=2.9%
F-C,W/ G
H,SIS
H,SIS
T
T&LGR
GR
T&LGR
T
LGR
GR
Q=0.96 ksf
0.95 ksf
1.48 ksf
2.95 ksf
08-07-2020
1O
DLL W
FIELD BOOK NO.
ORL-6.20U
70.623G.S.E.PL
CH
LONG. 3399848.554
LAT. 704760.792
LONG. 3398752.293
LAT. 704498.956
LONG. 3397676.227
LAT. 704391.089
LONG. 3396829.885
LAT. 694594.759
LONG. 3401870.689 LAT. 694439.026
LONG. 3401340.392
WATER LEVELS ARE EXPECTED TO BE INFLUENCED BY THE WATER LEVEL IN THE OUACHITA RIVER1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:16 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
S
B-201
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
B O
R
IN
G P
R O
F
IL
E S
D .W
A L L
A C
E P .E
T
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
AS ADVERTISE
S P
O R
T
IS
S P
O R
T
IS
C
B A
N K
S T
O N P .E
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N R
M
-1
S
IT
E S
P .L -9
E
M E
R G
E N
C Y L
E V
E E S
E T
B A
C K
S H
E E
T O
F
A P
R
IL
W E
E -2
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
-10
-10
E L E
V A
T
IO
.V .D
E L E
V A
T
IO
.V .D
CL
ML
ML
CH
ML
CL
CH
SM
SP
(10)
(2)
(5)
(2)
(6)
(14)
(14)
(15)
(26)
(27)
NP
NP
St
St
St
CS
W/ S,-200=76.2%
W/ S,-200=78.2%
M
S
St
St
St vSt vSt vSt,SL vSt,SL vSt vSt vSt
F
F,-200=15.9%
F
F,-200=3.5%
T
BR
LGR
BR
LGR
BR
LGR&BR
LGR&T
LGR
Q=1.40 ksf
Q=1.20 ksf
Q=1.16 ksf
2.68 ksf
2.52 ksf
2.44 ksf
2.81 ksf
08-17-2020
1O
DLL W
FIELD BOOK NO.
ORL-11.20U
70.976G.S.E.PL
CL
ML
CL
ML
CH
CL
SM
(15)
(16)
(12)
(10)
(8)
(11)
(2)
(7)
(5)
(32)
(16)
(39)
(40)
NP
NP
St,CS
S
St
St
S
S,-200=65.8%
S
S,-200=66.7%
S,CS
M
M
St,SL
St
St vSt,SL vSt,SL vSt,SL vSt,SL
St
St
F
F,CS
F,CS,-200=12.1%
F,CS
T
T&LGR
BR&GR
T&LGR
LGR
0.67 ksf
1.67 ksf
1.93 ksf
2.45 ksf
Q=1.15 ksf
08-13-2020
1O
DLL W
FIELD BOOK NO.
ORL-12.20U
70.340G.S.E.PLSM
CL
CL
CL
CH
SM
SP-SM
(12)
(8)
(11)
(4)
(16)
(21)
(78)
(50/6")
(28)
(28)
(49/6")
0.11
0.21
F,-200=45.1%
M
M
St
St
So
M
St,SL
St,SL
M,SL
M,SL
M,SL
M,SL
St,SL
St,SL
F,W/ TR O
F,W/ TR O
-200=20.1%
F,W/ TR O
F,W/ TR O,-200=6.6%
F-C,W/ G,W/ TR O
F-C,W/ G,W/ TR O
-200=5.8%
F-C,W/ G,W/ TR O
T
T&LGR
T&R
LGR&T
LGR
T
Q=0.90 ksf
0.80 ksf
Q=1.00 ksf
Q=0.83 ksf
0.98 ksf
1.15 ksf
08-11-2020
1O
DLL W
FIELD BOOK NO.
ORL-7.20U
72.959G.S.E.PL
ML
CL
CH
ML
SP
SP-SM
(15)
(26)
(22)
(33)
(40)
(38)
(50/4")
(50/6")
(61)
(61)
(50/3")
(50/3")
S,W/ G
M
M
St,SL
St,SL
St,SL vSt,SL vSt,SL,-200=74.4%
S
S
F
F,-200=4.9%
F
F
F
-200=5.4%
F
F-M,-200=5.9%
F-M
F-C,W/ G,-200=6.0%
F-C,W/ G
T
R&T
LGR&T
LGR
Q=0.99 ksf
1.63 ksf
1.10 ksf
08-11-2020
1O
DLL W
FIELD BOOK NO.
ORL-8.20U
72.597G.S.E.PL
S,-200=66.3%
S
F
F,-200=21.6%
F
F-M
F-M,-200=9.8%
F-M
F
F,-200=13.2%
F
T
BR
T
1.40 ksf
Q=0.72 ksf
Q=0.85 ksf
08-13-2020
1O
DLL W
FIELD BOOK NO.
ORL-13.20U
70.499G.S.E.PL
CL
ML
SM
SP-SM
CL
CH
ML
ML
CL
ML
SM
SP-SM
SM
SP
(13)
(9)
(9)
(4)
(10)
(12)
(5)
(28)
(33)
(25)
(25)
(27)
(32)
(25)
(33)
(25)
NP
NP
0.07
St
St
S,-200=67.1%
S
S
M
So
M
S
(12)
(13)
(8)
(8)
(2)
(10)
(14)
(43)
(16)
(37)
(39)
(24)
(31)
(37)
(30)
(18)
(20)
0.08 vSt,W/ RT
St
St
St
F,-200=49.2%
F
F,-200=18.7%
F
F
F,-200=34.9%
F
F
F,-200=8.5%
F,CS,W/ TR O
F,CS,W/ TR O
T
LGR
Q=1.27 ksf
Q=1.21 ksf
08-12-2020
1O
DLL W
FIELD BOOK NO.
ORL-14.20U
72.284G.S.E.PL
LAT. 694331.923
LONG. 3400923.023
LAT. 694161.279
LONG. 3400540.948
LAT. 650742.306
LONG. 3394710.782 LAT. 651022.112
LONG. 3394316.868
LAT. 651475.984
LONG. 3393968.055
LAT. 652027.168
LONG. 3393685.134
WATER LEVELS ARE EXPECTED TO BE INFLUENCED BY THE WATER LEVEL IN THE OUACHITA RIVER1.
NOTES:
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:19 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
S
B-202
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
V
IC
K S
B U
R G D
IS
T R
IC
T
B O
R
IN
G P
R O
F
IL
E S
D .W
A L L
A C
E P .E
T
A C
H
IT
A R
IV
E R B
A S
IN
O U
A C
H
IT
A C
A L
D W
E L L P
A R
IS
H E
S
AS ADVERTISE
S P
O R
T
IS
S P
O R
T
IS
C
B A
N K
S T
O N P .E
L E
V E
E D
R A
IN
A G
E S
E C
T
IO
N R
M
-1
S
IT
E S
P .L -9
E
M E
R G
E N
C Y L
E V
E E S
E T
B A
C K
S H
E E
T O
F
A P
R
IL
W E
E -2
-B -0
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U .S
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SIS,RT
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BR&GR
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07-08-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-1-19B
64G.S.E.PL
CH
CL
CL-ML
CH
SIS,RT
SIS,RT
GR
BR
BR&GR
BR
07-08-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-1-19B
64G.S.E.PL
CL
ML
CL-ML
ML
CH
FW
FW
FW
RT
RT
BR
07-08-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-2-19B
64G.S.E.PL
ML
CL
ML
CH
FW
FW
FW
RT
NON-PLASTIC
RT
BR
BR&GR
BR
07-08-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-3-19B
65G.S.E.PL
ML
CL
ML
CH
FW
FW
FW
RT
NON-PLASTIC
RT
BR
BR&GR
BR
07-08-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-3-19B
65G.S.E.PL
CL
CL-ML
CH
SIS,RT
BR
BR&GR
07-09-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-4-19B
64G.S.E.PL
CL
ML
CL
CH
FW
FW
NON-PLASTIC
SIS
BR
BR&GR
GR&BR
GR
BR
07-09-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-5-19B
64G.S.E.PL
ML
CL-ML
CL
ML
CL-ML
CH
NON-PLASTIC
RT
BR
GR&BR
BR&GR
07-09-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-6-19B
64G.S.E.PL
WATER LEVELS ARE EXPECTED TO BE INFLUENCED BY THE WATER LEVEL IN THE OUACHITA RIVER1.
NOTES:
LAT. 614701.800
LONG. 3406465.225
LAT. 586816.256
LONG. 3419044.113
LAT. 586911.016
LONG. 3419087.069
LAT. 614571.825
LONG. 3406728.667
LAT. 614816.129
LONG. 3406879.334
LAT. 615111.258
LONG. 3407001.966
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:23 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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07-09-2019
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FIELD BOOK NO. B.B. 8274
OLR-7-19B
64G.S.E.PL
CH
CL
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BR
GR
BR&GR
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07-09-2019
1O
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FIELD BOOK NO. B.B. 8274
OLR-7-19B
64G.S.E.PL
ML
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07-09-2019
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FIELD BOOK NO. B.B. 8274
OLR-8-19B
64G.S.E.PL
CL
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CS
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GR&BR
07-09-2019
1O
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FIELD BOOK NO. B.B. 8274
OLR-9-19B
64G.S.E.PL
CL
ML
CL-ML
CL
CH
CS
BR
GR
GR&BR
07-09-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-9-19B
64G.S.E.PL
CH
CL
ML
CH
FW
FW
SIS
NON-PLASTIC
CS
BR
GR
GR&BR
GR
07-10-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-10-19B
64G.S.E.PL
CH
CL
ML
CH
FW
SIS
SIS
NON-PLASTIC
BR
BR&GR
GR&R
GR
07-10-2019
1O
DLL W
FIELD BOOK NO. B.B. 8274
OLR-11-19B
64G.S.E.PL
WATER LEVELS ARE EXPECTED TO BE INFLUENCED BY THE WATER LEVEL IN THE OUACHITA RIVER1.
NOTES:
LAT. 614430.787
LONG. 3406951.936
LAT. 614667.840
LONG. 3407108.816
LAT. 614857.380
LONG. 3407207.096
LAT. 614275.246
LONG. 3407187.636
LAT. 614457.196
LONG. 3407202.418
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:26 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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OUACHITA RIVER
EXISTING EMBANKMENT TOES
CUL-1
DRI-1
FEN-1
STR-2
STR-3
STR-7
STR-5
TRA-1
EXISTING LEVEE CROWN
WIR-1
STR-1
NEW LEVEE SETBACK CENTERLINE
NEW LEVEE SETBACK CROWN
LIMITS (SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW
SILT FENCES SHOWN ARE AT ROW LIMITS AND
FLOW
CUL-2
TOES OF FILL
NEW LEVEE SETBACK
LIMITS (SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW
SILT FENCES SHOWN ARE AT ROW LIMITS AND
TRUCK WASH DOWN RACK
PLEASE SHEET C-502
BENCHING TIE-IN
PLEASE SHEET C-502
BENCHING TIE-IN
P I
S T
A . 1
P I
S T
A . 1
P I
S T
A . 7
P I
S T
A . 1
P I
S T
A . 4
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+00
E L E
V A
T
IO
N
E L E
V A
T
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N
ELEV. 81.57
STA. 12+55.60
ELEV. 82.47
STA. 11+46.05
EXISTING LEVEE CENTERLINE
NET GRADE
GROSS CONSTRUCTION GRADE
ELEV. 81.51
STA. 0+58.39
EXISTING GROUND AT NEW LEVEE CENTERLINE
ELEV. 80.46
STA. 0+00
INTERIM GRADE ELEV. 71.5 (SEE NOTE)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:30 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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U .S
A R
M Y C
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UTILITIES
CALLOUT
AERIAL IMAGERY WAS TAKEN MAY 202012.
THEIR PLAN.
DRAINAGE SHALL BE MAINTAINED BY THE CONTRACTOR AND TO SUBMIT 11.
GRADE WAS USED TO DESIGN THE LEVEE MODELS.
GROSS GRADE IS THE CONSTRUCTION GRADE FOR THE PROJECT. NET 10.
CONSTRUCTION OF NEW LEVEE SETBACK.
INTERIM GRADE ELEVATION MUST BE MAINTAINED DURING THE 9.
RIGHT OF WAY CONTROL LINE DATA TABLE ON SHEET R-501.8.
UTILITY DISPOSITION TABLE ON SHEET CU-601, CU-602, & CU-603.7.
SURVEYED BASELINE CONTROL LINE DATA IS LOCATED ON SHEET C-602.6.
ON SHEET C-601.
NEW LEVEE SETBACK CIVIL CENTERLINE CONTROL LINE DATA IS LOCATED 5.
OPERATIONS IN THEIR VICINITY.
CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION
THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 4.
VERTICAL DATUM IS N.A.V.D. 88.3.
SYSTEM.COORDINATES
LOUISIANA NORTH STATE PLANE HORIZONTAL DATUM IS NAD83/2011, 2.
ALL UNITS ARE US SURVEY FOOT.1.
X-X
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg11:21:30 AM 3/28/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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S T
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AERIAL IMAGERY WAS TAKEN MAY 202012.
THEIR PLAN.
DRAINAGE SHALL BE MAINTAINED BY THE CONTRACTOR AND TO SUBMIT 11.
GRADE WAS USED TO DESIGN THE LEVEE MODELS.
GROSS GRADE IS THE CONSTRUCTION GRADE FOR THE PROJECT. NET 10.
CONSTRUCTION OF NEW LEVEE SETBACK.
INTERIM GRADE ELEVATION MUST BE MAINTAINED DURING THE 9.
RIGHT OF WAY CONTROL LINE DATA TABLE ON SHEET R-501.8.
UTILITY DISPOSITION TABLE ON SHEET CU-601, CU-602, & CU-603.7.
SURVEYED BASELINE CONTROL LINE DATA IS LOCATED ON SHEET C-602.6.
ON SHEET C-601.
NEW LEVEE SETBACK CIVIL CENTERLINE CONTROL LINE DATA IS LOCATED 5.
OPERATIONS IN THEIR VICINITY.
CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION
THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 4.
VERTICAL DATUM IS N.A.V.D. 88.3.
SYSTEM.COORDINATES
LOUISIANA NORTH STATE PLANE HORIZONTAL DATUM IS NAD83/2011, 2.
ALL UNITS ARE US SURVEY FOOT.1.
GENERAL NOTES
-1+000+001+002+003+004+005+006+007+008+009+0010+0011+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
EXISTING GROUND AT NEW LEVEE CENTERLINE
EXISTING LEVEE CENTERLINE
NET GRADE
GROSS CONSTRUCTION GRADE
ELEV. 85.95
STA. 0+00
ELEV. 86.90
STA. 1+31.78
ELEV. 85.56
STA. 10+10.74
ELEV. 86.57
STA. 9+80.61
INTERIM GRADE ELEV. 80.0 (SEE NOTE)
OUACHITA RIVER
FEN-1
FEN-2
OEU-1
OEU-2
TRA-1
STR-1
SPT-1
UPB-2
UPB-3
TRA-2
EXISTING LEVEE CROWN
EXISTING LEVEE EMBANKMENT
NEW LEVEE SETBACK CENTERLINE
NEW LEVEE SETBACK CROWN
NEW LEVEE SETBACK TOES
LIMITS (SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW
SILT FENCES SHOWN ARE AT ROW LIMITS AND
LIMITS (SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW
SILT FENCES SHOWN ARE AT ROW LIMITS AND
FLOW
GVP-1
OEU-3
OEU-4
OEU-5
OEU-7
OEU-8
OEU-9
OEU-6
OEU-10
PWR-4
OEU-11
OEU-12
OEU-13
OEU-16
OEU-15
OEU-14
PWR-2
UPB-1
PWR-1
PWR-3
J
TRUCK WASH DOWN RACKS
PLEASE SHEET C-502
BENCHING TIE-IN
PLEASE SHEET C-502
BENCHING TIE-IN
10+11
10+11
9+00
10+00
P I
S T
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P I
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P I
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P I
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2+00
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11+00 B /L
12+00 B /L
7+00 B/L
B /L
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B /L
B /L
B /L
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B /L
B /L
6+00 B/L B /L
B /L
B /L
B /L
B /L
B /L
S O
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
UTILITIES
CALLOUT
AERIAL IMAGERY WAS TAKEN MAY 202012.
THEIR PLAN.
DRAINAGE SHALL BE MAINTAINED BY THE CONTRACTOR AND TO SUBMIT 11.
GRADE WAS USED TO DESIGN THE LEVEE MODELS.
GROSS GRADE IS THE CONSTRUCTION GRADE FOR THE PROJECT. NET 10.
CONSTRUCTION OF NEW LEVEE SETBACK.
INTERIM GRADE ELEVATION MUST BE MAINTAINED DURING THE 9.
RIGHT OF WAY CONTROL LINE DATA TABLE ON SHEET R-501.8.
UTILITY DISPOSITION TABLE ON SHEET CU-601, CU-602, & CU-603.7.
SURVEYED BASELINE CONTROL LINE DATA IS LOCATED ON SHEET C-602.6.
ON SHEET C-601.
NEW LEVEE SETBACK CIVIL CENTERLINE CONTROL LINE DATA IS LOCATED 5.
OPERATIONS IN THEIR VICINITY.
CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION
THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 4.
VERTICAL DATUM IS N.A.V.D. 88.3.
SYSTEM.COORDINATES
LOUISIANA NORTH STATE PLANE HORIZONTAL DATUM IS NAD83/2011, 2.
ALL UNITS ARE US SURVEY FOOT.1.
GENERAL NOTES
-1+000+001+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
ELEV. 87.44
STA. 0+00
NET GRADE
EXISTING LEVEE CENTERLINE
ELEV. 87.17
STA. 15+00
M A
T C
H L
IN
E S
T A
EXISTING GROUND AT NEW LEVEE CENTERLINE
ELEV. 88.16
STA. 1+95.95ELEV. 88.07
STA. 15+00
INTERIM GRADE ELEV. 81.0 (SEE NOTE)
NGP-1
PWR-1
WMS-1
WMS-2
MAN-1
WIR-2
WIR-1
B U
C K
H O
R N B
E N
D R
D
NEW LEVEE SETBACK CROWN NEW LEVEE SETBACK TOES
NEW LEVEE SETBACK CENTERLINE
(SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW LIMITS
SILT FENCES SHOWN ARE AT ROW LIMITS AND
(SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW LIMITS
SILT FENCES SHOWN ARE AT ROW LIMITS AND
FLOW
OUACHITA RIVER
TRUCK WASH DOWN RACKS
PLEASE SHEET C-502
BENCHING TIE-IN
P I
S T
A . 1
P I
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A . 5
P
IS
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A . 2
JJ
J
J
J
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S
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J
J
J
J
J JJ J
JJ
JJ
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L1
B /L
B /L
B /L
B /L
B /L
B /L
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SITE 6 LEVEE SETBACK PLAN
SCALE: 1" = 100' 200'0 100'
N
A1 200'0 100'
SITE 6 LEVEE SETBACK PROFILE STA. 0+00 TO STA. 15+00
SCALE: VERTICAL 1" = 10', HORIZONTAL 1" = 100' 10'0 5'
S T
A T
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55 55 55 55 55
60 60
70 70
70 70 70
75 75
75 75 75
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U .S
A R
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UTILITIES
CALLOUT
AERIAL IMAGERY WAS TAKEN MAY 202012.
THEIR PLAN.
DRAINAGE SHALL BE MAINTAINED BY THE CONTRACTOR AND TO SUBMIT 11.
GRADE WAS USED TO DESIGN THE LEVEE MODELS.
GROSS GRADE IS THE CONSTRUCTION GRADE FOR THE PROJECT. NET 10.
CONSTRUCTION OF NEW LEVEE SETBACK.
INTERIM GRADE ELEVATION MUST BE MAINTAINED DURING THE 9.
RIGHT OF WAY CONTROL LINE DATA TABLE ON SHEET R-501.8.
UTILITY DISPOSITION TABLE ON SHEET CU-601, CU-602, & CU-603.7.
SURVEYED BASELINE CONTROL LINE DATA IS LOCATED ON SHEET C-602.6.
ON SHEET C-601.
NEW LEVEE SETBACK CIVIL CENTERLINE CONTROL LINE DATA IS LOCATED 5.
OPERATIONS IN THEIR VICINITY.
CONTRACTOR IN THE FIELD PRIOR TO COMMENCING CONSTRUCTION
THE EXACT LOCATIONS OF SUCH UTILITIES SHALL BE DETERMINED BY THE 4.
VERTICAL DATUM IS N.A.V.D. 88.3.
SYSTEM.COORDINATES
LOUISIANA NORTH STATE PLANE HORIZONTAL DATUM IS NAD83/2011, 2.
ALL UNITS ARE US SURVEY FOOT.1.
GENERAL NOTES
14+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+00
E L E
V A
T
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N
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V A
T
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M A
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ELEV. 87.17
STA. 15+00
ELEV. 83.71
STA. 25+67.90
ELEV. 87.00
STA. 24+70
NET GRADE
EXISTING LEVEE CENTERLINE
EXISTING GROUND AT NEW LEVEE CENTERLINE
ELEV. 88.00
STA. 24+82.44
ELEV. 88.00
STA. 24+70
ELEV. 88.07
STA. 15+00
INTERIM GRADE ELEV. 81.0 (SEE NOTE)
FEN-1
STR-1
WIR-4
WIR-5
STR-3
PWR-2
STR-4
PWR-3
DRV-1
FEN-2
STR-5
PWR-4
STR-7
NGT-1
WEL-1
OUACHITA RIVER
EXISTING EMBANKMENT TOE
EXISTING LEVEE CROWN
WIR-3
LIMITS (SEE SHEET R-101 THRU R-501)
SHOULD BE INSTALLED AT OR NEAR ROW
SILT FENCES SHOWN ARE AT ROW LIMITS AND
FLOW
NEW LEVEE SETBACK CENTERLINE
STR-6
WEL-2 STR-2
PLEASE SHEET C-502
BENCHING TIE-IN
P I
S T
A . 2
P I
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A . 2
25+68
25+00
25+68
E
M
M
M
JJ
J
J
J J
J
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J
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B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
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SCALE: 1" = 100' 200'0 100'
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SITE 6 LEVEE SETBACK PROFILE STA. 15+00 TO STA. 25+67.90
W E
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A P
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NO EXCAVATION PERMITTED BELOW ELEVATION 59
NO EXCAVATION PERMITTED BELOW ELEVATION 59
EXISTING GROUND SURFACE EXISTING GROUND SURFACE
REQUIRED CLEARING AND GRUBBING
FROM TOP BANK OF BORROW
REQUIRED CLEARING AND GRUBBING
FROM TOP BANK OF BORROW
R/W LINE = 10' FROM EXCAVATION LINE
R/W LINE = 10' FROM EXCAVATION LINE
R/W LIMITS (FOR COORDINATES SEE SHEET R-501)
R/W LIMITS (FOR COORDINATES SEE SHEET R-501)
R/W LIMITS (FOR COORDINATES SEE SHEET R-501)
R/W LIMITS (FOR COORDINATES SEE SHEET R-501)
R/W LIMITS = 10' FROM EXCAVATION LINE
R/W LIMITS = 10' FROM EXCAVATION LINE
R/W LIMITS = 10' FROM EXCAVATION LINE
R/W LIMITS (FOR COORDINATES SEE SHEET R-501)
EXCAVATION LINE
EXCAVATION LINE
EXCAVATION LINE
EXCAVATION LINE
EXCAVATION LINE
S O
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U .S
A R
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LEGEND
POWER POLES
POWER LINES
RIGHT OF WAY
SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE.
PIT UPON CONTRACT COMPLETION. SHALLOW OR NONCONTIGUOUS CUTS
MANNER AS TO REASONABLY MAXIMIZE THE USUABLE BORROW LEFT IN THE
THE CONTRACTOR'S BORROW OPERATION SHALL BE PERFORMED IN SUCH A 9.
COMPANIES OF ANY WORK WITHIN 50 FEET OF THE UTILITY.
THE CONTRACTOR SHALL NOTIFY AND COORDINATE WITH THE UTILITY 8.
BOARD.
CONTRACTOR SHALL COORDINATE BORROW OPERATIONS WITH THE LEVEE
BORROW AREA IS CURRENTLY BEING USED BY THE LEVEE BOARD. 7.
FIELD VERIFY EXACT LOCATION.
THE LOCATIONS OF UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL 6.
RIGHT OF WAY CONTROL LINE DATA TABLE ON SHEET R-501.5.
ALL UNITS ARE U.S. SURVEY FOOT.4.
PLANE COORDINATE SYSTEM.
HORIZONTAL DATUM IS NAD83 HARN (2011 EPOCH), LOUISIANA NORTH STATE 3.
AERIAL PHOTOGRAPH TAKEN ON 03/02/2018.2.
VERTICAL DATUM IS N.A.V.D. 88.1.
NOTES
B R
O W
N R
O A
D
POWER LINES
HATCHED AREA (SEE NOTE 9)
WATER WELL
POWER LINES
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SCALE: NTS
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BORROW AREA EXCAVATION PLAN
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LEGEND
EXISTING GROUND
EMBANKMENT
SEMICOMPACTED FILL
AREA TO BE DEGRADED
TYPICAL CROSS SECTION ON SHEET C-501.5.
VERTICAL DATUM IS N.A.V.D. 88.4.
ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
0+00
1+00
2+00
3+00
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO NOT BE DEGRADED
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
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U .S
A R
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P S O
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E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
4+00
5+00
6+00
7+00
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
LEGEND
EXISTING GROUND
EMBANKMENT
SEMICOMPACTED FILL
AREA TO BE DEGRADED
TYPICAL CROSS SECTION ON SHEET C-501.5.
VERTICAL DATUM IS N.A.V.D. 88.4.
ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
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V A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
8+00
9+00
10+00
11+00
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INTERIM GRADE (ELEV. 71.5)
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
LEGEND
EXISTING GROUND
EMBANKMENT
SEMICOMPACTED FILL
AREA TO BE DEGRADED
TYPICAL CROSS SECTION ON SHEET C-501.5.
VERTICAL DATUM IS N.A.V.D. 88.4.
ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:53:59 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200-10-20-30-40-50-60-70-80
12+00
12+56
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
EXISTING LEVEE TO NOT BE DEGRADED
DEGRADE TO NATURAL GROUND ELEVATION
EXISTING LEVEE TO BE DEGRADED
INTERIM GRADE (ELEV. 71.5)
LEGEND
EXISTING GROUND
EMBANKMENT
SEMICOMPACTED FILL
AREA TO BE DEGRADED
TYPICAL CROSS SECTION ON SHEET C-501.5.
VERTICAL DATUM IS N.A.V.D. 88.4.
ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:54:03 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190-10-20-30-40-50-60-70-80-90
0+00
E L E
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190-10-20-30-40-50-60-70-80-90
1+00
E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190-10-20-30-40-50-60-70-80-90
2+00
E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190-10-20-30-40-50-60-70-80-90
3+00
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
INTERIM GRADE (ELEV. 80.0)
INTERIM GRADE (ELEV. 80.0)
INTERIM GRADE (ELEV. 80.0)
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE NOT TO BE DEGRADED
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
INSPECTION TRENCH SEE SHEET C-501
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:54:07 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets
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5+00
E L E
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190-10-20-30-40-50-60-70-80-90
7+00
LANDSIDE
LANDSIDE
RIVERSIDE
RIVERSIDE
LANDSIDE RIVERSIDE
LANDSIDE RIVERSIDE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
NEW LEVEE CENTERLINE
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
DEGRADE TO NATURAL GROUND ELEVATION
INTERIM GRADE (ELEV. 80.0)
INTERIM GRADE (ELEV. 80.0)
INTERIM GRADE (ELEV. 80.0)
INTERIM GRADE (ELEV. 80.0)
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
EXISTING LEVEE TO BE DEGRADED
LEGEND
EXISTING GROUND
EMBANKMENT
SEMICOMPACTED FILL
AREA TO BE DEGRADED
TYPICAL CROSS SECTION ON SHEET C-501.5.
VERTICAL DATUM IS N.A.V.D. 88.4.
ALL UNITS IN U.S. SURVEY FOOT.3.
CROSS SECTIONS CUT ALONG NEW LEVEE CENTERLINE.2.
CROSS SECTIONS CUT LOOKING DOWNSTREAM.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg1:54:10 PM 3/25/2022 pw://PWINT-CPC.EIS.DS.USACE.ARMY.MIL:CEMVK - Vicksburg/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/2018 PL 84-99 ORL Rehab/Levee Setback Sites/30000 - Planning & Engineering & Design/30AA0 - Engineering &…
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