18b0007.pdf
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| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract_Ouachita_Bank_Stab.pdf | ||
| A22_Amendment_0003_W912EE18B0007.pdf | ||
| A22_Amendment_0002_W912EE18B00070002.pdf | ||
| A22_Amendment_W912EE18B00070001.pdf | ||
| AM_0001_drawings.pdf | ||
| specs.pdf | ||
| 385-1-1.pdf |
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ISSUE DATE:
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W A S H I N G T O N
R I V E R
P E A R L
H A N C O C K
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Washington Lake
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Lake Eagle
Mary Lake
Iatt Lake
Lake Saline
Lake Clear
Bistineau Lake
Lake D'Arbonne
Claiborne Lake
Lake Badcau
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Lake Cross
Lake Corney
Erling Lake
Lake Bayou Black
Lake Black
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B a y o u
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B a y o u
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GENERAL PLAN MAP
SCALE: 1" = 2000' 0 4000'2000'
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SCALE: NTS
N
LOCALITY MAP
L O
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A R
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GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
EXIST
MAX
MIN
TYP
EXISTING
FAR FACE
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C&G
ELEVATION
EACH WAY
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
* UNLESS OTHERWISE NOTED ON EACH SHEET
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EL
EW
FF
HT
IF
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
WIDTHW
RIVERWARDR/W
LONG
LANDWARDL/W
LG
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
AZ. AZIMUTH
FT FOOT
ROW RIGHT OF WAY
PROP PROPOSED
IR IRON ROD
PP POWER POLE
ST STONE TIEBACK
TB TOP BANK
APPROX.
C
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:15 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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G-003
D
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B B
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IA
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R A
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W E
E -1
-B -0
5 5
60 60
25 25
303030
35 35
35 35
35 35
404040
555555
606060
70 75
NOTES
"B" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 321
110) DO NOT ACCURATELY SPECIFY AREA OF "B" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T A
°0 '3 .5 "S T
A
°1
'1 .6
S T
A
°2
'5 .7
S T
A
°3
'4 .8
S T
A
°4
'2
.9
S T
A . 1
°5
'5
.4
S T
A
°2
'1
.4
S T
A
°2
'1
.4
S T
A
°2
'1
.4
S T
A
°2
'1
.4
"S
T A . 1
'3
.8
S T
A . 1
'3
.8
S T
A . 0
'1
.6
S T
A . 0
°4
'2
.8
S T
A . 1
°4
'2
.8
S T
A . 2
°4
'2
.8
S T
A . 1
'3
.8
S T
A . 9
'3
.8
S T
A . 8
'3
.8
S T
A . 7
'1
.7
S T
A . 6
'1
.7
S T
A . 5
'1
.7
S T
A . 3
°4
'2
.8
B1 B2
B3 B4
B5
B6
C OF EXISTING LEVEETOE OF EXISTING LEVEE
FLOW
L
L
OUACHITA RIVER
SURVEYED BASELINE
EL.56.832
IR-2819 EL.60.481
NAIL 410
EL.59.843
NAIL 406
EL.60.441
IR 403
EL.60.441
IR 403
STONE FILL REVETMENT
TOE OF LONGITUDINAL
FILL REVETMENT (STA. 0+00)
OF LONGITUDINAL STONE
BEGIN CONSTRUCTION
LONGITUDINAL STONE FILL REVETMENT
C OF BREAK IN SLOPE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:22 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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SCALE: 1" = 100' 100' 200'0
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D B
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D R
A W
N B
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U E D
A T
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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
SA7
C-501 D7
5 5
5 5
101010
15 20 20
20 20
25 25
35 35
75 75
80 80 80
80 85
85 85 85
858585
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
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D B
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S C
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D B
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D R
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S
U E D
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E
B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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IN
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NOTES
"B" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 321
110) DO NOT ACCURATELY SPECIFY AREA OF "B" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
'2
.7
S T
A
'2
.7
S T
A
'2
.7
S T
A
'2
.7
S T
A
'2
.7
S T
A
°5
'3
.8
S T
A
°0
'1
.9
S T
A
°1
'5 .0
S T
A
°2
'4 .1
S T
A
°3
'2 .2
S T A
°4 '0 .3
S T A . 2
4+
8° '4 9.
STA.
2+
6° '3 2.
B7
B8
B9 B10
B11
FLOW
SURVEYED BASELINE
C OF EXISTING LEVEE
TOE OF EXISTING LEVEE
S. GRAND ST.
S. GRAND ST.
L
L
OUACHITA RIVER
EXISTING FLOODWALL
PLANT INLET
EXISTING PUMPING
EL.87.738
IR-MFL-302
EL.92.582
IR-MFL-301
EL.87.023
IR-MFL-300
EL.87.277
IR MFL 201
EL.86.749
IR MFL 200
STONE FILL REVETMENT
C OF LONGITUDINAL
STONE FILL REVETMENT
TOE OF LONGITUDINAL
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:29 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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SCALE: 1" = 100' 100' 200'0
N
OUACHITA RIVER EAST BANK - RIVER MILE 161.7 TO 163.2 - PLAN MAP
M
ATC
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M A
T C
H L
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T A
W E
E -1
-B -0
D1
C-501
A1
20 20
25 25
25 25
25 25
35 35 35 35 35
35 35
404040
45454545
505050
55555555
606060 606060
65 65 65 65 65
75 75
75 75
R
S O
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
N G
IN
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R S
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
'5
.5
S T
A
°1
'0
.7
S T
A
°1
'0
.7
S T
A
'0
.7
S T
A
'0
.7
S T
A
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B12 B13
B14
FLOW
S. GRAND ST.
S. GRAND ST.
S. GRAND ST.
L
OUACHITA RIVER
EXISTING FLOODWALL
SURVEYED BASELINE
EXISTING CONCRETE BOAT DOCK
EL.74.958
IR MFL 110
EL.76.366
IR MFL 105
EL.75.688
IR MFL 103
STONE FILL REVETMENT
TOE OF LONGITUDINAL
FILL REVETMENT (STA. 64+72)
LONGITUDINAL STONE
END CONSTRUCTION OF
2 FT THICK STONE PAVING
LONGITUDINAL STONE FILL REVETMENT
C OF BREAK IN SLOPE
(TO BE DEMOLISHED)
EXISTING PIER
(TO BE DEMOLISHED)
EXISTING DOLPHINS (TYP.)
NOTES
"B" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 321
110) DO NOT ACCURATELY SPECIFY AREA OF "B" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:37 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
P L
A N M
A P
A1
SCALE: 1" = 100' 100' 200'0
N
OUACHITA RIVER EAST BANK - RIVER MILE 161.7 TO 163.2 - PLAN MAP
M A
T C
H L
IN
E S
T A
W E
E -1
-B -0
A6
C-502
40 40
55 55
65 65
65 65
75 75
75 75
80 8
EL.79.954
IR MFL 311
EL.78.612
IR MFL 310
(1968) EL.89.011
TBM MON USCG-37V1
EXISTING FLOODWALL
REVETMENT (STA. 0+00)
LONGITUDINAL STONE FILL
BEGIN CONSTRUCTION OF
STONE FILL REVETMENT
TOE OF LONGITUDINAL
REVETMENT (STA. 11+40)
LONGITUDINAL STONE FILL
END CONSTRUCTION OF
STONE FILL REVETMENT
C OF LONGITUDINAL
TO BE LEFT IN PLACE)
(TO BE RELOCATED, PILES
EXISTING FLOATING DOCK
25 FT OF PILES)
(NO WORK OR PLACED ROCK WITHIN
EXISTING FOUNDATION PILES (TYP.)
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 S
NOTES
"B" STONE
"C" STONE
LEGEND
EXISTING LEVEE TOE
EXISTING LEVEE TOP
EXISTING LEVEE CENTERLINE
SURVEY BASELINE
RIGHT OF WAY
REVETMENT
OF LONGITUDINAL STONEFILL
CENTERLINE OF BREAK IN SLOPE
BUILDINGS AND PIERS.
MINIMUM OF 25 FOOT AWAY FROM PRIVATELY OWNED
ALL CLEARING AND STONE PLACEMENT SHALL BE A 9.
NECESSARY TO CONSTRUCT THE PROJECT.
WILL BE REQUIRED TO ESTABLISH THESE POINTS IF
NOT PHYSICALLY LOCATED IN THE FIELD. CONTRACTOR
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE8.
FOR DETAILED LIMITS OF STONE PLACEMENT.
AND "C" STONE PLACEMENT; SEE SHEETS C-301 -- 321
110) DO NOT ACCURATELY SPECIFY AREA OF "B" STONE
ALL PATTERNS INDICATED ON PLAN MAPS (C-101 -- 103, 7.
SEE SHEET G-003 FOR CONTROL LINE DATA.6.
VERTICAL REFERENCE SYSTEM: NAVD885.
LOUISIANA NORTH, NAD83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE,4.
ZERO AZIMUTH IS FACING NORTH.3.
SEE SHEET C-501 THROUGH C-502 FOR TYPICAL DETAILS.2.
ALL UNITS IN U.S. SURVEY FEET.1.
FOR ACCESS
CONSTRUCTION EASEMENT
S T
A
°3
'1
.0
S T
A
°3
'1
.0
S T
A
°3
'1
.0
B1
B2
B3
B4
B5 B6
B7 B8
B9
B10
B11
B12
S T
A
'4
.3
S T
A
'4
.3
S T
A
'3
.1
S T
A
'3
.1
S T
A
'3
.1
S T
A
'3
.3
S T
A
'3
.3
S T
A
'3
.3
S T
A
'3
.3
L
U S H
W Y
TRENTON ST.
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OUACHITA RIVER
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AS ADVERTISE
P L
A N M
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A1
SCALE: 1" = 50' 50' 100'0
N
OUACHITA RIVER WEST BANK - RIVER MILE 166.6 TO 166.4 - PLAN MAP
W E
E -1
-B -0
D6
C-502
TYPICAL DTRANSITIONTYPICAL BTRANSITIONTYPICAL A
TYPICAL ETRANSITIONTYPICAL C
TRANSITION
S O
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N N
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SHEET ID
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U .S
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A .0
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A .0
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A .0
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A .0
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A .0
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A .0
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A .0
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A .0
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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 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00
E L E
V A
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-5
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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 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00
E L E
V A
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STATION
STATION
L
STONE REVETMENT
C OF LONGITUDINAL
L
STONE REVETMENT
C OF LONGITUDINAL
EXISTING GROUND
EXISTING GROUND
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:50 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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P R
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A2
OUACHITA EAST BANK PROFILE
400'0 200'
VERTICAL SCALE: 1" = 20'
HORIZONTAL SCALE: 1" = 200'
W E
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EXISTING GROUND
TIE TO EXISTING GROUND
SLOPE OF NATURAL REPOSE
PEAKED STONE DIKE
C OF LONGITUDINAL
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0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
STATION
E L E
V A
T
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S T
A .0
S T
A .7
E L E
V .0
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NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:54 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
P R
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B1
OUACHITA WEST BANK PROFILE
50' 100'0HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 10'
W E
E -1
-B -0
L
IC
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 0+00
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V A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 0+97
X
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V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 1+98
X
E L .8
O F F .3
E L .0
O F F .1
E L .0
O F F .0
E L .0
O F F .6
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:42:59 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A4
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W E
E -1
-B -0
L
IC
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N N
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 2+98
X
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 3+98
X
E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 5+00
X
E L .4
O F F .4
E L .5
O F F .0
E L .3
O F F .4
E L .0
O F F .2
E L .3
O F F .0
E L .5
O F F .1
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:03 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A4
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W E
E -1
-B -0
L
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A T
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V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 6+00
X
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 7+00
X
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 8+00
X
E L .7
O F F .1
E L .7
O F F .2
E L .0
O F F .7
E L .9
O F F .7
E L .7
O F F .1
E L .3
O F F .1
E L .4
O F F .6
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:08 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A4
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W E
E -1
-B -0
L
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A T
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N N
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P S O
F E
N G
IN
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E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 9+00
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 10+00
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 11+00
X
E L .8
O F F .8
E L .1
O F F .4
E L .1
O F F .4
E L .4
O F F .7
E L .9
O F F .0
E L .9
O F F .1
E L .2
O F F .1
O F F .8
E L .6
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:13 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A4
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W E
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-B -0
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A T
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SHEET ID
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US Army Corps
U .S
A R
M Y C
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V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 12+00
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 13+06
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 14+07
X
E L .3
O F F .1
E L .3
O F F .3
E L .3
O F F .8
E L .0
O F F .4
E L .5
O F F .2
E L .7
O F F .6
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:17 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A3
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
AS ADVERTISE
W E
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-B -0
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A T
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U .S
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V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 15+07
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300
STA. 16+07
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300-0
STA. 17+05
X
E L .0
O F F .9
E L .4
O F F .8
E L .8
O F F .2
E L .1
O F F .9
E L .6
O F F .4
E L .9
O F F .2
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:22 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A3
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
-B -0
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A T
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N N
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U .S
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V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300-0
STA. 18+12
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300-0
STA. 19+21
X
-10
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320-0
STA. 20+35
-10
X
E L .0
O F F .3
E L .6
O F F .2
E L .8
O F F .6
E L .3
O F F .8
E L .2
O F F .2
E L .0
O F F .8
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:26 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A3
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
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E L E
V A
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0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360-0
STA. 21+59
-10
X
-10
E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420-0
STA. 22+99
-10
X
-10
E L E
V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450
STA. 24+34
-10
X
E L .1
O F F .7
E L .7
O F F .5
E L .8
O F F .7
E L .5
O F F .2
E L .3
O F F .5
E L .2
O F F .6
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:30 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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A1
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
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US Army Corps
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E L E
V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450
STA. 25+63
-10
X
-10
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450
STA. 26+96
-10
X
E L .5
O F F .5
E L .0
O F F .5
E L .7
O F F .4
E L .0
O F F .3
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:34 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A1
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
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N
A
M A
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D B
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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
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 440 450
STA. 28+37
-10
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400
STA. 29+72
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 30+99
X
E L .7
O F F .7
E L .9
O F F .0
E L .1
O F F .6
E L .4
O F F .0
E L .3
O F F .6
E L .2
O F F .5
E L .2
O F F .9
E L .7
O F F .6
E L .5
O F F .6
O F F .8
E L .7
O F F .8
E L .2
O F F .6
E L .4
O F F .2
E L .9
O F F .4
E L .9
O F F .1
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:38 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A1
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D B
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U E D
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B
C
D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
A R
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V A
T
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 32+22
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 33+42
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 34+42
X
E L .6
O F F .6
E L .6
O F F .8
E L .0
O F F .7
E L .0
O F F .6
E L .6
O F F .0
E L .7
O F F .2
E L .5
O F F .0
E L .5
O F F .9
E L .7
O F F .6
E L .7
O F F .7
E L .8
O F F .0
E L .8
O F F .0
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:43 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A2
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
-B -0
L
IC
IT
A T
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N N
O
D E
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2 3 4 5 6 7 8 9 10
SHEET ID
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U .S
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V A
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N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 35+42
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 36+42
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 37+42
X
E L .5
O F F .0
E L .7
O F F .3
E L .0
O F F .4
E L .0
O F F .8
E L .8
O F F .9
E L .5
O F F .1
E L .2
O F F .5
E L .0
O F F .8
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
NOTES
"A" STONE
"C" STONE
LEGEND
ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.5.
SEE SHEET C-501 -- C-502 FOR TYPICAL SECTIONS.4.
TO 1V:1.5H.
SLOPE OF NATURAL REPOSE MAY VARY FROM 1V:1.25H 3.
ELEVATIONS IN NAVD 88 VERTICAL DATUM.2.
ALL UNITS IN U.S. SURVEY FEET.1.
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:43:47 PM 7/23/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/07 - Red River Basin/03 - Ouachita River Projects/Ouachita Levee Bank Stabilization & Levee Rehab RM 161 & 167/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CA
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AS ADVERTISE
A2
OUACHITA RIVER EAST BANK - CROSS SECTIONS
SCALE: 1" = 20' 20' 40'0
W E
E -1
-B -0
L
IC
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A T
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N N
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 38+43
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 39+43
X
E L E
V A
T
IO
N
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350 360
STA. 40+44
X
E L .1
O F F .4
E L .5
O F F .6
E L .8
O F F .7
E L .9
O F F .4
E L .2
O F F .7
E L .4
O F F .2
NORMAL POOL ELEV.
NORMAL POOL ELEV.
NORMAL POOL ELEV.
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
LONGITUDINAL STONE FILL REVETMENT
BREAK IN SLOPE OF
LONGITUDINAL STONE FILL REVETMENT
BREAK…
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