18b0012.pdf
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| A22_AM01_W912EE18B0012.pdf | ||
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RIGHT OF WAY
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
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SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 7.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
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VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
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ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
SHEET C-502.
BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE
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GENERAL NOTES
DEGRADING AREA
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:18 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 8.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 7.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
SHEET C-502.
BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE
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GENERAL NOTES
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A1
BANK STABILIZATION SITE 2 - SITE PLAN
SCALE: 1" = 50' 50' 100'0
N
M A
T C
H L
IN
E S
T A . 7
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
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E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
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N T
IE
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M S
.1
°5
'1
.5
.8
°0
'5 .3
.3
°4
'3 .9
.4
'4
.9
.2
°0
'1 .8
.7
°4
'4
.7
AIRWAY ACRES DR
C A
M P
G R
O U
N D R
D
W L
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305 305
S O
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SHEET ID
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US Army Corps
U .S
A R
M Y C
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F E
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B5
B6
.9
°5
'4
.1
.8
°3
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.5
°5
'3
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.3
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'1 .4
.4
°2
'4 .5
.0
°0
'4
.3
.1
'0
.9
.8
°0
'0
.8
.6
°2
'2
.6
10+11.19
268°34'11.42"
10+ 38.56
271°26'39.88"
.1
°2 '3 .2
R3
R4
R12
R13
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
F
LO
W
LEGEND
R200 STONE RIPRAP
SURVEY BASELINE
RIGHT OF WAY
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 8.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 7.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
SHEET C-502.
BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.
GENERAL NOTES
STONE TIEBACK (NO DIG IN)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:30 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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A1
BANK STABILIZATION SITE 2 - SITE PLAN
SCALE: 1" = 50' 50' 100'0
N
M A
T C
H L
IN
E S
T A . 7
M A
T C
H L
IN
E S
T A . 7
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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S H
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S W
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E -1
-B -0
Y A
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B U
S H
A A
N D M
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T G
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N T
IE
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AIRWAY ACRES DR
5 285
295295
S O
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D B
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D B
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D A
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C O
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
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E E
R S
B7 B8
B9
B10
.2
°3
'4 .6
+0
3.
°5 0' .6 8"
.1
°2 7' .1 2"
+0
4.
°2 5' .9 2"
R5 R6
R7
R8
R9
R10
R11
S T
S T
S T
S T
S T #3
S T
S T
S T
S T
S T
ST
#4
S T
9 S
T
S T
EXISTING BRIDGE
FLOW
LEGEND
R200 STONE RIPRAP
SURVEY BASELINE
RIGHT OF WAY
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.11.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 10.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 9.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 8.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 7.
LOCATION WHERE THE TRANSVERSE TIEBACK BEGINS.
SECTION AND THE AZIMUTH OF THE CROSS SECTION. THIS IS ALSO THE
EXACT SPOT WHERE THE LONGITUDINAL STONE DIKE CROSSES THE CROSS
THE LOCATIONS INDICATED IN THE STONE TIEBACK TABLE REFLECT THE 6.
VERTICAL COORDINATE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 4.
ZERO AZIMUTH IS FACING NORTH.3.
TIEBACKS.
NOT TO SCALE. SEE THE CROSS SECTIONS FOR DIMENSIONS OF INDIVIDUAL
THE TIEBACK SYMBOL INDICATES THE LOCATION OF THE TIEBACK AND IS 2.
SHEET C-502.
BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE STONE WEIRS, SEE
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.
GENERAL NOTES
STONE TIEBACK (NO DIG IN)
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:37 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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A1
BANK STABILIZATION SITE 2 - SITE PLAN
SCALE: 1" = 50' 50' 100'0
N
M A
T C
H L
IN
E S
T A . 1
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
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E -1
-B -0
Y A
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B U
S H
A A
N D M
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M S
.9
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.7
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.2
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.7
°4
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.1
°5
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.8
.5
°5
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.1
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.4
A
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W A Y S
R
5 33
34534
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A R
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P S O
F E
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FLOW
G R
E A
S Y C
R E
E K R
D
0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 3+00 3+25 3+50 3+75 4+00 4+25 4+50 4+75 5+00 5+25 5+50 5+75 6+00 6+25 6+50 6+75 7+00 7+25 7+50 7+75
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L .0
S T
A .0
E L .0
S T
A .0
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S T
A .0
E L .0
S T
A .0
GRADE: 1V:50H
DEGRADING AREA
GRADE
ENTRANCE
1V:1H
EXIT GRADE
1V:1H
EXISTING GROUND
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
DEGRADING AREA
RIGHT OF WAY
EXISTING GROUND
BASELINE, APPROVAL BY CONTRACTING OFFICER IS REQUIRED.
IF CONTRACTORS NEED ACCESS TO POINTS B1, B2, OR B3 OF SURVEY 10.
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.9.
THESE POINTS IF NECESSARY TO CONSTRUCT THE PROJECT.
LOCATED IN THE FIELD. CONTRACTOR WILL BE REQUIRED TO ESTABLISH
SOME CONTROL POINTS SHOWN ON THE DRAWINGS ARE NOT PHYSICALLY 8.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 7.
SYSTEM.
COORDINATE SYSTEM AND NOT PART OF THE STATE PLANE COORDINATE
ELEVATIONS SHOWN ON THE PLAN SET SHALL BE TREATED AS A LOCAL
FOR CONSTRUCTION LAYOUT PURPOSES THE COORDINATES AND 6.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 5.
VERTICAL REFERENCE SYSTEM; NAVD 88.4.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI WEST, NAD 3.
ZERO AZIMUTH IS FACING NORTH.2.
SHEET C-502.
BANK PAVING, SEE SHEET C-501. FOR DETAILS ON THE ROCK CHUTE, SEE
FOR DETAILS ON THE LONGITUDINAL PEAKED STONE TOE DIKE AND STONE 1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:45 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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D1
SCALE: 1" = 60' 60' 120'0
N
BANK STABILIZATION SITE 3 - SITE PLAN
A3
BANK STABILIZATION SITE 3 - PROFILE
60' 120'0HORIZONTAL SCALE: 1" = 60'
VERTICAL SCALE: 1' = 10'
D
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12 FT CROWN WIDTH
C ROCK CHUTEL
R1
R2
R3
R4
R5
30 FT ACCESS
30 FT ACCESS
(NO WORK OR ACCESS ALLOWED)
CONSTRUCTION AREA BY OTHERS
L
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0 20 40 60-20-40-60-80-100-120
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FTL
1+31.49
ST #5
E L E
V A
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0 20-20-40-60-80-100-120-140
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FTL
2+22.46
ST #4
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:51 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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BANK STABILIZATION SITE 1 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
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U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
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S H
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S W
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E -1
-B -0
Y A
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A A
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D A
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0 20-20-40-60-80-100-120-140-160
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FTL
3+48.27
ST #3
E L E
V A
T
IO
N
0 20-20-40-60-80-100-120-140-160
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FTL
5+09.92
ST #2
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:48:56 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
C-302
B A
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T A
B
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N
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S
IS
S
IP
P I
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A1
BANK STABILIZATION SITE 1 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
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E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
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N T
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5 FT. BOTTOM WIDTH
13 FT. CROWN WIDTHTRANSITION5 FT. CROWN WIDTH
S O
L
IC
IT
A T
IO
N N
O
D E
S
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D B
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M A
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D B
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D B
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
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F E
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IN
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E L E
V A
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0 20 30-20-40-60-80-100-120-140-160
STONE DIKE
LONGITUDINAL PEAKED
C 5 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
L
T .B
0+69.89
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:01 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
C-303
B A
N K S
T A
B
IL
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A T
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N
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S
IS
S
IP
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BANK STABILIZATION SITE 1 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
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S H
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S W
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E -1
-B -0
Y A
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A A
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Y C
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A T
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D B
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D A
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C H
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
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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
E L E
V A
T
IO
N
0 20 40 60 80-20
0+82.53
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140-20
1+63.86
E
L E
V A
T
IO
N
0 20 40 60 80 100 120-20
2+27.72
EXISTING GRADE
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FTL
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #1
ST #2
ST #3 L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:07 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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W A
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B A
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C-310
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A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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S H
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S W
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E -1
-B -0
Y A
L O
B U
S H
A A
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L
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A T
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N N
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S
IG
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D B
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S C
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N
A
M A
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S U
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D B
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D A
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C O
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R A
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C H
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D B
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D R
A W
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IS
S
U E D
A T
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B
C
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120-20
2+67.73
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
3+63.18
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
3+77.83
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #6
ST #5
ST #4
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:12 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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W A
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A C
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S S
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N S
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C-311
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B A
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A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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Y A
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D A
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C O
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C H
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B
C
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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
M Y C
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P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
4+08.75
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
4+67.84
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140-0
5+17.24
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #9
ST #8
ST #7
L
L
L
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:17 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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W A
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A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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S H
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S W
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Y A
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A A
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M A
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D B
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D A
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C O
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D R
A W
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U E D
A T
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B
C
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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
M Y C
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P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
5+85.51
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
6+74.33
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
7+02.46
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #11
ST #12
ST #10
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:22 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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W A
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B A
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N
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A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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S H
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S W
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E -1
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Y A
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B U
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A A
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Y C
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L
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N N
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D A
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C O
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C H
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D R
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U E D
A T
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B
C
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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
M Y C
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P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
7+36.23
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
8+15.92
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
8+67.60
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #15
ST #16
ST #14
ST #13
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:27 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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T A
B
IL
IZ
A T
IO
N
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
E R
S P
R O J E
C T
B S -1
-0
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
P I
R
IV
E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
9+12.88
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
9+82.11
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
10+11.19
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #19
ST #18
ST #17 L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:32 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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C-315
G
A N
D E
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O N
G
A N
D E
R S
O N
D
R A
N D
O L P
H P .E
AS ADVERTISE
B A
N K S
T A
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IL
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A T
IO
N
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IS
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IS
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IP
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L T
A H
E A
D W
A T
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S P
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C T
B S -1
-0
V
IC
K S
B U
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M
IS
S
IS
S
IP
P I
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IV
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T A
B
IL
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A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
10+16.90
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200
10+23.02
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
10+38.56
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #22
ST #21
ST #20
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:36 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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C-316
G
A N
D E
R S
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G
A N
D E
R S
O N
D
R A
N D
O L P
H P .E
AS ADVERTISE
B A
N K S
T A
B
IL
IZ
A T
IO
N
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
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S P
R O J E
C T
B S -1
-0
V
IC
K S
B U
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IS
S
IS
S
IP
P I
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IV
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T A
B
IL
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A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140-20
11+03.18
E L E
V A
T
IO
N
0 20 40 60 80 100 120-20
11+90.45
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160-20
12+55.33
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #26
ST #24
ST #23 L
L
L
ST #25
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:42 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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C-317
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
R A
N D
O L P
H P .E
AS ADVERTISE
B A
N K S
T A
B
IL
IZ
A T
IO
N
M
IS
S
IS
S
IP
P I
D E
L T
A H
E A
D W
A T
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S P
R O J E
C T
B S -1
-0
V
IC
K S
B U
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M
IS
S
IS
S
IP
P I
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IV
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T A
B
IL
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A T
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N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
13+66.52
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
14+05.86
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
16+65.93
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #29
ST #28
ST #27
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:46 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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C-318
G
A N
D E
R S
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G
A N
D E
R S
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D
R A
N D
O L P
H P .E
AS ADVERTISE
B A
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T A
B
IL
IZ
A T
IO
N
M
IS
S
IS
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IP
P I
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V
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S
IS
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T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
17+22.36
E L E
V A
T
IO
N
0 20 40 60 80 100 120
18+20.77
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180-20
19+11.25
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #32
ST #31
ST #30 L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:51 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
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S S
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T
IO
N S
B A
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A T
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C-319
G
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D
R A
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H P .E
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B A
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T A
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IL
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A T
IO
N
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IS
S
IS
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IP
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T R
IC
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A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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IP
T
IO
N
A
M A
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S
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S U
B M
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T E
D B
Y
D A
T E
C O
N T
R A
C T N
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C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
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
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
19+91.12
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
19+93.75
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
20+04.39
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #33
ST #34
ST #35
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:49:56 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
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C R
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S S
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T
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N S
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C-320
G
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H P .E
AS ADVERTISE
B A
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A T
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N
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IS
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B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
20+09.18
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140
20+77.59
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160-20
21+71.83
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #36
ST #37
ST #38
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:01 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
B A
N K S
T A
B
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A T
IO
N S
IT
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C-321
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A N
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AS ADVERTISE
B A
N K S
T A
B
IL
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A T
IO
N
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IS
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IS
S
IP
P I
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A H
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C T
B S -1
-0
V
IC
K S
B U
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IS
S
IS
S
IP
P I
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A T
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N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
21+77.13
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
22+03.35
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140
22+08.66
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #40
ST #39
ST #41
L
L
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:05 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
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C R
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S S
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IO
N S
B A
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T A
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C-322
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AS ADVERTISE
B A
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T A
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IL
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A T
IO
N
M
IS
S
IS
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IP
P I
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A H
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D W
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C T
B S -1
-0
V
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IS
S
IS
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IP
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T A
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N S
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T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
E R
Y C
O U
N T
IE
S
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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140-0
22+38.27
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
ST #42
L
LEGEND
R200 STONE RIPRAP
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
TYPICAL SECTIONS CAN BE SEEN ON SHEET C-5014.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:11 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
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C R
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S S
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T
IO
N S
B A
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T A
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A T
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C-323
G
A N
D E
R S
O N
G
A N
D E
R S
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D
R A
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O L P
H P .E
AS ADVERTISE
B A
N K S
T A
B
IL
IZ
A T
IO
N
M
IS
S
IS
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IP
P I
D E
L T
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D W
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B S -1
-0
V
IC
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B U
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IS
S
IS
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IP
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T A
B
IL
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N S
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T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 2 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
O M
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Y C
O U
N T
IE
S
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
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R650 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BEDDING STONE
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
5+21.55
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
5+58.05
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
6+94.43
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
EL. 347
EL. 340
EL. 337
EL. 347
EL. 340
EL. 337
EL. 345
EL. 338
EL. 335
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:16 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
L L
A C
E P .E
C R
O S
S S
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T
IO
N S
B A
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T A
B
IL
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A T
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N S
IT
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C-330
T
H A
S S
E L L
T
H A
S S
E L L
D
R A
N D
O L P
H P .E
AS ADVERTISE
B A
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T A
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IL
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A T
IO
N
M
IS
S
IS
S
IP
P I
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C T
B S -1
-0
V
IC
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B U
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M
IS
S
IS
S
IP
P I
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IV
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T A
B
IL
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A T
IO
N S
E C
T
IO
N
V
IC
K S
B U
R G D
IS
T R
BANK STABILIZATION SITE 3 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
E K W
A T
E R
S H
E D
S W
E
E -1
-B -0
Y A
L O
B U
S H
A A
N D M
O N
T G
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Y C
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IE
S
L
IC
IT
A T
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N N
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S
IG
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D B
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D E
S C
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N
A
M A
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S
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S U
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D B
Y
D A
T E
C O
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R A
C T N
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C H
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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
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R650 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BEDDING STONE
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
7+98.15
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
9+01.86
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
9+81.54
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
EL. 341.3
EL. 334
EL. 331
EL. 343
EL. 336
EL. 333
EL. 340.3
EL. 332
EL. 329
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:21 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
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W A
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C R
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S S
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N S
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C-331
T
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D
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AS ADVERTISE
B A
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T A
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A T
IO
N
M
IS
S
IS
S
IP
P I
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V
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IS
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N S
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T
IO
N
V
IC
K S
B U
R G D
IS
T R
IC
T
A1
BANK STABILIZATION SITE 3 - CROSS SECTIONS
SCALE: 1" = 10' 10' 20'0
B A
T U
P A
N B
O G
U E A
N D O
T O
U C
A L
O F
A C
R E
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A T
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S H
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E -1
-B -0
Y A
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A A
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Y C
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S
L
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S
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D B
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N
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D B
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D A
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C O
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C H
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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
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 3.
WHILE FACING DOWNSTREAM.
ALL CROSS SECTIONS ARE CUT FROM LEFT TO RIGHT ALONG THE BASELINE 2.
VERTICAL COORDINATE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R650 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
BEDDING STONE
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
10+42.21
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
11+43.28
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
11+93.82
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
L
12 FT WIDTH
C ROCK CHUTE
EL. 339
EL. 328
EL. 325
EL. 339
EL. 328
EL. 325
EL. 339
EL. 330
EL. 327
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:50:26 PM 7/20/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-16-01/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-16-01_
S
W A
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A C
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C R
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S S
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T
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N S
B A
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T A
B
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A T
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N S
IT
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C-332
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
R A
N D
O L P
H P .E
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