18b0010.pdf
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- Solicitation number
- W912EE18B0010
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| File | Type | Posted |
|---|---|---|
| B01_Official_Abstract_18B10.pdf | ||
| A22_AM02_W912EE18B0010.pdf | ||
| A22_AM01_W912EE18B0010.pdf | ||
| specs.pdf | ||
| 385-1-1.pdf |
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HINDS
COPIAH
RANKIN
SCOTT NEWTON LAUDERDALE
CLARKEJASPERSMITH
SIMPSON
WAYNEJONESCOVINGTON
GREENE
PERRYFORREST
LAMAR
JEFFERSON
DAVIS
LAWRENCE
LINCOLN
AMITE PIKE
WATHALL
MARION
WILKINSON
PEARL RIVER STONE
GEORGE
JACKSONHARRISON
HANCOCK
NESHOBA
COLUMBUS
PROJECT
LOCATIONS
B1
SCALE: 1" = 100'
N
100' 200'0
C8
SCALE: NTS
LOCALITY MAP
G-004
H A
S S
E L
S I
X
V
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B U
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A C
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AS ADVERTISE
C O
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M D
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-0
D E
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BANK STABILIZATION SITE 1 - VICINITY MAP
B A
N K S
T A
B
IL
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IN
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Y A
N D L
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A L
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Y M
A P
W E
E -1
-B -0
MCINTYRE CHURCH ROAD
E=2537869.75
N=1890081.81
RIGHT TURN THROUGH TREELINE
CENTERLINE OF ROAD
15 FT EITHER SIDE
RIGHT OF WAY
E=774963.26
N=1892546.89
RIGHT TURN OUT OF TREELINE
E=774920.82
N=1892451.76
RIGHT TURN THROUGH TREELINE
E=774114.00
N=1892083.47
RIGHT TURN THROUGH TREELINE
E=774633.53
N=1889948.55
RIGHT TURN OUT OF TREELINE
E=775331.34
N=1887448.32
S O
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N B
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IS
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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
®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
N
M U
L L
IN
S R
O A
D
T O M
A R
IA
N N
A R
O A
D
BANKS ROAD
M S H
W Y
OLD
M S
HW
Y
H O
LL
Y S
P R
IN
G S
C6
SCALE: 1" = 600'
N
0 600' 1200'C1
SCALE: 1" = 200'
N
400'0 200'
V
IC
IN
IT
Y M
A P
G-005
H A
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BANK STABILIZATION SITE 2 - VICINITY MAP BANK STABILIZATION SITE 3 - VICINITY MAP
B A
N K S
T A
B
IL
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E S
W E
E -1
-B -0
340340
340 34
FLO
W
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D A
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D B
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D R
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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
S T
ST #2
ST #3
ST #4
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
S T
BASELINE
STONE TIEBACK (TYP.)
G O
O D
M A
N R
O A
D CULVERT
EXISTING BOX
EXISTING BUILDINGS
B1
B2
B3
B4
B5
B6
B7
B8
B9
B10
S T
A . 2
.9
Z . 7
°2
'2
.2 " S
T A .3
A Z °5 '2 .4
S T
A . 1
.1
A Z . 2
°4
'0 .9
S T
A . 1
.7
A Z . 2
°2
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S T
A .5
A
Z °1
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.4
S T
A .1
A
Z °3
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.6
S T A .0
A Z °3
'3 .6
STA. 1+45.73
AZ 06°06'47.01"
STA. 1+30.37
AZ 186°06'47.01"
S T A .4
A Z °5 '3 .9
STA. 1+01.28AZ. 11°58'12.78"
S T
A .6
A Z °2
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S T
A .5
A Z °3
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S T
A . 4
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A Z . 8
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S T
A . 4
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A Z . 8
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S T
A .3
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C.P. #1
C.P. #2
C.P. #3
C.P. #4
C.P. #5
C.P. #6
C.P. #7
C.P. #8
C.P. #9
C.P. #10
C.P. #11
C.P. #12
ROW LIMITS
ROW LIMITS
STONE TOE DIKE (TYP.)
LONGITUDINAL PEAKED
2 FT. THICK STONE BANK PAVING
SEWER MANHOLE
SEWER MANHOLE
SEWER MANHOLE
55.87
172°37 '11.96"
.6
°5
'1
.0
37.9 195°35'17.71"
.3
°2 '3 .7
.8
°0
'5
.9
128.88 210°43'13.21"
47.89 208°49'51.31"
172°37'11.96"
102.12
198°36'46.99"
23.4
LEGEND
TRANSVERSE STONE TIEBACK OR STONE TIEBACK
R200 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE 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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:07 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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C-101
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A N
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A N
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AS ADVERTISE
C O
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W A
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R R
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S H
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F C /M
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M D
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A1
SCALE: 1" = 30' 30' 60'0
N
B A
N K S
T A
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IL
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A T
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N S
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BANK STABILIZATION SITE 1 - SITE PLAN
W E
E -1
-B -0
39039
400 400
EXISTING GROUND
C OF WEIR 1
C OF WEIR 2
S O
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N E
D B
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N B
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S
U E D
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B
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D
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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
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, 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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:14 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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AS ADVERTISE
D
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M D
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D E
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A1
SCALE: 1" = 60' 60' 120'0
D1
SCALE: 1" = 60' 60' 120'0
N
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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BANK STABILIZATION SITE 2 - SITE PLAN
BANK STABILIZATION SITE 2 - PROFILE
M A T C
H L
IN
E
W E
E -1
-B -0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
L
L
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
E L E
V A
T
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N I
N F
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N .A .V .D .8
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V A
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N I
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N .A .V .D .8
STATION
FLOW
THALWEG OF CREEK
EL. 388.075
IR BS15-03-B
C WEIR 2
C WEIR 1
EL. 377.396
IR BS 1503-R1
EL. 381.971
IR BS 1503-R2
S T A . 7
+4 0.
°3 8' .3 5"
S T A . 7
.7
1° '1 5.
S T A . 7
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1° '1 5.
S T
A . 0
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S T
A . -0
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S T
A . -0
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6.1
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.1
°5 '4 .7
E=743718.89
N=1903998.21
E=743727.34
N=1903994.71
E=743747.71
N=1904050.93
E=743756.68
N=1904046.51
E=744229.40
N=1904510.79
E=744230.21
N=1904520.76
E=744285.99
N=1904517.95
E=744285.69
N=1904507.83
C
C
C
C.P. #1
C.P. #2
C.P. #3
C.P. #4
C.P. #18
C.P. #19
C.P. #20
C.P. #21
C.P. #22
C.P. #23
360 36
380380
S O
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B
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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
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, 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
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
LC OF WEIR 3
EXISTING GROUND
17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
E L E
V A
T
IO
N I
N F
E E
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N .A .V .D .8
E L E
V A
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N I
N F
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N .A .V .D .8
STATION
EL. 379.498
IR BS 1503-R3
EL. 377.016
IR BS 1503-R4
THALWEG OF CREEK
C WEIR 3
S T
A .5
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.2
S T
A .8
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.2
S T
A .1
'0
.2
.1
°3
'4 .8
551.92158°18'37.14"
130° 08'33
.23"
E=744628.52
N=1904157.63
E=744620.38
N=1904151.11
E=744662.66
N=1904113.23
E=744654.86
N=1904106.98
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:21 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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C-111
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SCALE: 1" = 60' 60' 120'0
M A
TC
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D1
SCALE: 1" = 60' 60' 120'0
N
B A
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BANK STABILIZATION SITE 2 - SITE PLAN
BANK STABILIZATION SITE 2 - PROFILE
AS ADVERTISE
W E
E -1
-B -0
C.P. #5
C.P. #6
C.P. #14
C.P. #15
C.P. #16
C.P. #17
360360
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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D E
S C
R
IP
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IO
N
A
M A
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S
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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
C T N
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C H
E C
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D B
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D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
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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
L
THALWEG OF CREEK
EL. 368.457
IR BS 1503-R7
C WEIR 4
EL. 374.893
IR BS 1503-R5
C WEIR 4
C WEIR 5
EL. 384.685
IR BS 1503-R6
EL. 367.283
IR BS 1503-R8
S T
A .7
°5
'3
.8
S T
A . 3
.9
'2
.4
S T
A . 2
.9
'2
.4
S T
A . 2
.8
'2
.4
S T
A .6
°2
'1
.2
S T
A .4
°2
'1
.2
130°08'33.18" 273.84
91°18'29.63" 258.32
95°04'02.65"
317.17
84°57'23.8 1"
E=745255.20
N=1903509.61
E=745252.54
N=1903499.97
E=745309.04
N=1903498.37
E=745307.99
N=1903488.42
E=745944.67
N=1903577.15
E=745944.78
N=1903572.15
E=746000.65
N=1903578.41
E=746000.88
N=1903568.41
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, 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
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
L
L
C OF WEIR 4
C OF WEIR 5
EXISTING GROUND
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
STATION
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:27 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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W A
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A C
E P .E
S
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E P
L A
N
C-112
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A N
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A N
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AS ADVERTISE
C O
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W A
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R R
IV
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A T
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S H
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F C /M
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A S
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M D
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-0
D E
S O
T O A
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B U
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T A
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N S
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N
V
IC
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B U
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IS
T R
IC
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M A T C
H L
IN
E
A1
SCALE: 1" = 60' 60' 120'0
D1
SCALE: 1" = 60' 60' 120'0
N
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
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BANK STABILIZATION SITE 2 - SITE PLAN
BANK STABILIZATION SITE 2 - PROFILE
W E
E -1
-B -0
C.P. #7
C.P. #8
C.P. #9
C.P. #10
C.P. #11
C.P. #12
C.P. #13
435435
445 4
C WEIR 6
EL. 439.162
IR ROW KJ-2
EL. 448.641
IR ROW KJ-1
EL. 453.246
TBM ROW KJ-A
THALWEG OF CREEK
50 FT BEHIND BASELINE
RIGHT OF WAY
50 FT BEHIND TOP BANK
RIGHT OF WAY
E=774849.63
N=1892925.49
E=774850.82
N=1892915.56
E=774794.11
N=1892915.62
E=774794.56
N=1892925.61
S O
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
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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
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D A
T E
C O
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R A
C T N
O
C H
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D B
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D R
A W
N B
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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
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, 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
L
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
OF ROAD
EXISTING EDGE
EXISTING GROUND
C OF WEIR 6
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
STATION
C.P. #1
C.P. #2
C.P. #9
C.P. #10
C.P. #11
C.P. #12
C.P. #13
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:33 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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W A
L L
A C
E P .E
S
IT
E P
L A
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C-120
G
A N
D E
R S
O N
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A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
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F C /M
R
T
Y A
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IV
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A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
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N S
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IC
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B U
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IS
T R
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D1
SCALE: 1" = 50' 50' 100'0
A1
SCALE: 1" = 60' 60' 120'0
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 3 - SITE PLAN
BANK STABILIZATION SITE 3 - PROFILE
W E
E -1
-B -0
L
S T
A . 4
.2
°1
'4
.1
S T
A .1
'5
.6
S T
A .7
'5
.3
430430430
435 435
S O
L
IC
IT
A T
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N N
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D E
S
IG
N E
D B
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D E
S C
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N
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S
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S U
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D B
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D A
T E
C O
N T
R A
C T N
O
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
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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
®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
C.P. #3
C.P. #4
C.P. #5
C.P. #6
C.P. #7
C.P. #8
LEGEND
R650 STONE RIPRAP
SURVEY BASELINE
STONE WEIR
ALL PROFILES ARE CUT ALONG THE THALWEG OF THE CREEK.12.
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 11.
OUTSIDE OF THE CONSTRUCTION RIGHT OF WAY.
RIGHT OF ENTRY IS AVAILABLE FOR ALL CONTROL POINTS LOCATED 10.
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 9.
SURVEY CONTROL ARE AVAILABLE UPON REQUEST.
GEODETIC CONTROL SHEETS, CONTAINING IN DEPTH DESCRIPTIONS OF 8.
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 7.
SECTION.
AZIMUTH DIRECTIONS ARE BASED ON THE DIRECTION OF THE CUT CROSS 6.
VERTICAL REFERENCE SYSTEM; NAVD 88.5.
83.
HORIZONTAL COORDINATE SYSTEM: STATE PLANE, MISSISSIPPI EAST, 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
L
L
L
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
E L E
V .0
S T
A .0
E L E
V .0
S T
A .0
E L E
V .0
EXISTING GROUND
C OF WEIR 7
C OF WEIR 8
C OF WEIR 9
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
E L E
V A
T
IO
N I
N F
E E
T
N .A .V .D .8
STATION
S T
A .0
S T
A .0
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W A
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C-121
G
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C O
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M D
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SCALE: 1" = 50' 50' 100'0
N
A1
SCALE: 1" = 60' 60' 120'0
B A
N K S
T A
B
IL
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A T
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N S
IT
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BANK STABILIZATION SITE 3 - SITE PLAN
BANK STABILIZATION SITE 3 - PROFILE
W E
E -1
-B -0
L
L
L
C WEIR 9
C WEIR 7
C WEIR 8
EL. 417.185
NAIL FLY PT 10601
EL. 433.834
IR ROW KJ-3
EL. 438.206
TBM ROW KJ-B
THALWEG OF CREEK
S T
A . 1
.8
°4
'1
.3
S T
A . 1
.8
°4
'1
.3
S T
A . 1
.8
°4
'1
.3
S T
A .6
°3
'0
.0
S T
A .6
°2
'2
.7
S T
A .1
°5
'0
.8
S T
A .4
°1
'5 .0
S T
A .6
°1
'5 .0
S T
A .9
°1
'5 .0
50 FT BEHIND BASELINE
RIGHT OF WAY
50 FT BEHIND TOP BANK
RIGHT OF WAY
E=774332.63
N=1892842.85
E=774334.28
N=1892852.80
E=774277.95
N=1892850.71
E=774280.53
N=1892860.37 E=774086.54
N=1892875.24
E=774087.28
N=1892865.27
E=774031.43
N=1892861.17
E=774030.70
N=1892871.14
E=773850.62
N=1892893.07
E=773852.86
N=1892902.76
E=773775.98
N=1892920.93
E=773779.73
N=1892930.55
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
WIDTH
BOTTOM
5 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
WIDTH
BOTTOM
5 FT.
WIDTH
BOTTOM
5 FT.
13 FT. CROWN WIDTHWIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
5 FT. BOTTOM WIDTH
S O
L
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A T
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N N
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
T .B
T R
A N
S
IT
IO
N
NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GROUND
T R
A N
S
IT
IO
N
NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GROUND
NATURAL REPOSE
SLOPE OF
T .B
T .B
T .B
E L E
V A
T
IO
N
0 5-20-40-55
E
L E
V A
T
IO
N
0 20-20-40
E L E
V A
T
IO
N
0 20-20-40
E L E
V A
T
IO
N
-20-40-60-80
L
T R
A N
S
IT
IO
N
L
L
L
T R
A N
S
IT
IO
N
STA. 0+23.35
274°9'49.96"
STA. 1+01.28
11°58'12.78"
STA. 1+30.37
186°6'47.01"
STA. 1+45.73
06°06'47.01"
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 REFERENCE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:45 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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A1 10' 20'0SCALE: 1'' = 10'
W A
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E R S
T A
B
IL
IZ
A T
IO
N S
E C
T
IO
N
V
IC
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B U
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IS
T R
IC
T
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 1 - CROSS SECTIONS
W E
E -1
-B -0
13 FT. CROWN WIDTH 3 FT. CROWN WIDTH
5 FT. BOTTOM WIDTH
13 FT. CROWN WIDTH
3 FT. CROWN WIDTH
5 FT. BOTTOM WIDTH
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH
3 FT. CROWN WIDTH
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
E L E
V A
T
IO
N
0-20-40-60-80
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GRADE
NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GRADE
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GRADE
NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GRADE
T .B
T .B
T .B
T .B
T R
A N
S
IT
IO
N
E L E
V A
T
IO
N
0-20-40-60-80
E
L E
V A
T
IO
N
-20-40-60-80-100
E L E
V A
T
IO
N
-20-40-60-80
T R
A N
S
IT
IO
N
T R
A N
S
IT
IO
N
L
L L
L
T R
A N
S
IT
IO
N
STA. 1+47.11
237°48'7.97"
STA. 1+80.77
238°24'30.2"
STA. 2+52.96
74°26'22.2"
STA. 2+57.30
131°57'26.41"
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 REFERENCE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:50 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
C-302
G
A N
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G
A N
D E
R S
O N
D
M O
O N
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AS ADVERTISE
C O
L D
W A
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R R
IV
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A T
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F C /M
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IV
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A S
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M D
H P
B S -1
-0
D E
S O
T O A
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S H
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IS
T R
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B A
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T A
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IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 1 - CROSS SECTIONS
W E
E -1
-B -0
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH 3 FT. CROWN WIDTH
5 FT. BOTTOM WIDTH
5 FT. BOTTOM WIDTH
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
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
T .B
T .B
T .B
2 FT. THICK STONE BANK PAVING
E L E
V A
T
IO
N
0-20-40-60-80-100-120-140-150
E
L E
V A
T
IO
N
-20-40-60-80-100-120-130
T R
A N
S
IT
IO
N
T R
A N
S
IT
IO
N
L
L
STA. 3+09.43
312°55'32.99"
STA. 3+72.64
294°26'41.25"
EXISTING GROUND
DESIGN GRADE
EXISTING GRADE
NATURAL REPOSE
SLOPE OF
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 REFERENCE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:52:55 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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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
IO
N S
C-303
G
A N
D E
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G
A N
D E
R S
O N
D
M O
O N
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AS ADVERTISE
C O
L D
W A
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R R
IV
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A T
E R
S H
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F C /M
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Y A
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A S
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M D
H P
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-0
D E
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T O A
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IS
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B A
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T A
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IO
N S
IT
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BANK STABILIZATION SITE 1 - CROSS SECTIONS
W E
E -1
-B -0
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
5 FT. BOTTOM WIDTH
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
E L E
V A
T
IO
N
0 20-20-40-60-70
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF NATURAL REPOSE
SLOPE OF
EXISTING GRADE
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
EXISTING GRADE
T .B
T .B
E
L E
V A
T
IO
N
0-20-40-60-80-80
T .B
EXISTING GRADE
NATURAL REPOSE
SLOPE OF
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
E L E
V A
T
IO
N
-20-40-60-80-100-110
T R
A N
S
IT
IO
N
T R
A N
S
IT
IO
N
L L
T R
A N
S
IT
IO
N
L
STA. 4+16.54
292°30'4.79"
STA. 4+65.12
86°33'10.81"
STA. 4+91.17
82°36'31.26"
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 REFERENCE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:00 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
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T
IO
N S
C-304
G
A N
D E
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O N
G
A N
D E
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D
M O
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AS ADVERTISE
C O
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W A
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R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
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IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
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S H
A L L C
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M S
V
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IS
T R
IC
T
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 1 - CROSS SECTIONS
W E
E -1
-B -0
5 FT. BOTTOM WIDTH 5 FT. BOTTOM WIDTH
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
13 FT. CROWN WIDTH WIDTH
CROWN
3 FT.
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
E L E
V A
T
IO
N
-20-40-60-80-100
E
L E
V A
T
IO
N
-20-40-60-80-100
E L E
V A
T
IO
N
0-20-40-60-80-80
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
STONE DIKE
LONGITUDINAL PEAKED
C 2 TONS/FT
NATURAL REPOSE
SLOPE OF
EXISTING GROUND
T .B
T .B
T .B
T R
A N
S
IT
IO
N
T R
A N
S
IT
IO
N
T R
A N
S
IT
IO
N
L
L L
STA. 4+99.50
100°18'36.43"
STA. 5+24.15
101°30'9.65"
STA. 5+29.02
127°39'36.6"
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 REFERENCE SYSTEM; NAVD 88.1.
GENERAL NOTES
LEGEND
R200 STONE RIPRAP
EXCAVATION TO GRADE
FILL TO GRADE
EXISTING GROUND
OR STONE WEIR CENTERLINE
LONGITUDINAL PEAKED STONE TOE DIKE
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:06 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
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T
IO
N S
C-305
G
A N
D E
R S
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G
A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
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W A
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A T
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F C /M
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A S
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M D
H P
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-0
D E
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T O A
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T A
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IT
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BANK STABILIZATION SITE 1 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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T
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N
A
M A
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S
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IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
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 REFERENCE 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
E L E
V A
T
IO
N
0-20-40-60-80-100-120-140-160-180-200-220
E L E
V A
T
IO
N
0-20-40-60-80-100-120-140-160-180-200-220
E L E
V A
T
IO
N
0-20-40-60-80-100-120-140-160-180-200-220
1V : 1.5H 1V 1.
5H
L
L
L
STA. -0+25.40
337°54'30.73"
STA. -0+07.50
334°39'56.05"
STA. 0+20.51
334°39'56.05"
EXISTING GRADE
WEIR KEY-IN (TYP.)WEIR KEY-IN (TYP.)
EXISTING GRADE
EXISTING GRADE
C WEIR
C WEIR
C WEIR
1V 1.
5H
1V 1.
5H
1V 1.
5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:14 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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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
C-310
G
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G
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D E
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D
M O
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E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
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S
M S
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T A
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IT
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BANK STABILIZATION SITE 2 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
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S U
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IT
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D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
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K E
D B
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D R
A W
N B
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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
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 REFERENCE 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
E L E
V A
T
IO
N
0 20 40 60 80 100 120
E L E
V A
T
IO
N
0 20 40 60 80 100 120
E L E
V A
T
IO
N
0 20 40 60 80 100 120
L
L
L
STA. 7+40.35
86°13'11.39"
STA. 7+65.73
269°09'01.28"
STA. 7+93.78
89°09'01.28"
WEIR KEY-IN (TYP.)WEIR KEY-IN (TYP.)
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
C WEIR
C WEIR
C WEIR
1V 1.
5H
1V 1.
5H
1V 1.
5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:21 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
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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
C-311
G
A N
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G
A N
D E
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O N
D
M O
O N
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AS ADVERTISE
C O
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W A
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IV
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A T
E R
S H
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F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
O U
N T
IE
S
M S
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
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 2 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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 REFERENCE 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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
L
L
L
STA. 14+38.57
39°34'12.46"
STA. 14+67.85
39°34'12.46"
STA. 14+97.13
39°34'12.46"
WEIR KEY-IN (TYP.)WEIR KEY-IN (TYP.)
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
C WEIR
C WEIR
C WEIR
1V 1.
5H
1V 1.
5H
1V 1.
5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:26 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
C-312
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
O U
N T
IE
S
M S
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
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 2 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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 REFERENCE 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
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180 200 220
L
L
L
STA. 22+92.61
75°24'02.32"
STA. 23+21.48
75°24'02.32"
STA. 23+24.71
84°52'43.73"
WEIR KEY-IN (TYP.)WEIR KEY-IN (TYP.)
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
C WEIR
C WEIR
C WEIR
1V 1.
5H
1V 1.
5H
1V 1.
5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:32 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
C-313
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
O U
N T
IE
S
M S
V
IC
K S
B U
R G
M
IS
S
IS
S
IP
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T A
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N
V
IC
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B U
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IS
T R
IC
T
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 2 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
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 REFERENCE 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
E L E
V A
T
IO
N
0 20 40 60 80 100 120
E L E
V A
T
IO
N
0 20 40 60 80 100 120
E L E
V A
T
IO
N
0 20 40 60 80 100 120
1V 1.
5H
L
L
L
STA. 29+45.85
92°08'54.1"
STA. 29+73.91
92°08'54.1"
STA. 30+01.97
92°08'54.1"
WEIR KEY-IN (TYP.)WEIR KEY-IN (TYP.)
EXISTING GRADE
EXISTING GRADE
1V 1.
5H
C WEIR
C WEIR
C WEIR
1V : 1.5H
1V 1.
5H
1V 1.
5H
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:37 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
C-314
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
O U
N T
IE
S
M S
V
IC
K S
B U
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M
IS
S
IS
S
IP
P I
R
IV
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T A
B
IL
IZ
A T
IO
N S
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T
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N
V
IC
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B U
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IS
T R
IC
T
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 2 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160 180
1.
5H
1.
5H
1V : 1.5H
1V : 1.5H
1V : 1.5H 1V : 1.5H
EXISTING GRADE
EXISTING GRADE
L
L
L
STA.5+70.15
181°41'36.36"
STA.5+39.70
180°42'36.05"
X
X
X
X
X
X
X
X
X
C WEIR
C WEIR
C WEIR
STA.4+94.29
172°21'30.84"
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 REFERENCE 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
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg2:53:44 PM 7/13/2018 pw://COE-MVKPWP01VIC.mvk.ds.usace.army.mil:CEMVK01/Documents/Civil Works/08 - Yazoo River Basin/11 - Mississippi Delta Headwaters Projects (MDHP)/MDHP, BS-15-03/30000 - Planning & Engineering & Design/30AA0 - Engineering & Design/CAD_BIM/_Sheets/BS-15-03_
S
W A
L L
A C
E P .E
C R
O S
S S
E C
T
IO
N S
C-320
G
A N
D E
R S
O N
G
A N
D E
R S
O N
D
M O
O N
E Y
AS ADVERTISE
C O
L D
W A
T E
R R
IV
E R W
A T
E R
S H
E D
F C /M
R
T
Y A
Z O
O R
IV
E R B
A S
IN
M D
H P
B S -1
-0
D E
S O
T O A
N D M
A R
S H
A L L C
O U
N T
IE
S
M S
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
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T
IO
N
V
IC
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B U
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IS
T R
IC
T
B A
N K S
T A
B
IL
IZ
A T
IO
N S
IT
E
BANK STABILIZATION SITE 3 - CROSS SECTIONS
W E
E -1
-B -0
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
E
L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
E L E
V A
T
IO
N
0 20 40 60 80 100 120 140 160
1.
5H
1V : 1.5H
1V : 1.5H
1V :
1.5H
EXISTING GRADE
1V : 1.5H
L
L
L
STA.11+11.13
1…
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