A.03.UYP - 7C 2BIII 3 Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- W912EE25BA010
About this file
The document is a set of engineering design drawings for the Upper Yazoo Projects, Item 7C 2B III Channel Improvement project in Tallahatchie County, Mississippi, prepared by the U.S. Army Corps of Engineers Vicksburg District. The drawings detail channel improvement work involving longitudinal peaked stone dikes, transverse stone dikes, and stone tiebacks along the Little Tallahatchie River, with comprehensive technical specifications including site plans, cross-sections, control line data, and right-of-way mapping.
The technical drawings include detailed environmental protection and storm water pollution prevention plan details, showing specific construction techniques such as silt screen fence placement, construction entrance/exit details, and temporary diversion dike configurations. The project involves precise engineering interventions to stabilize river banks, with specifications for stone fill, natural slope repose, and strategic placement of erosion control structures. The drawings indicate a systematic approach to channel modification, with careful consideration of existing ground conditions, drainage patterns, and environmental mitigation strategies.
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Other files
| File | Type | Posted |
|---|---|---|
| C.04.Official Bid Abstract.pdf | ||
| B.08.Solicitation - W912EE25BA010 Amendment 0001.pdf | ||
| B.08.Solicitation - W912EE25BA010.pdf |
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Text version
SITE 5
SITE 6
TALLAHATCHIE
RIVER
FLOW
TALLAHATCHIE
COUNTY,
MS.
HAMPTON LAKE
HWY 49
TO GREENWOOD
PHILIPP, MS.
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
TBD
TBD
W912EE25BA010
FC/MR&T, YAZOO RIVER BASIN
TALLAHATCHIE COUNTY, MISSISSIPPI
UPPER YAZOO PROJECTS, ITEM 7C 2B III
CHANNEL IMPROVEMENT
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Chief, Design Branch
COL, EN, District Engineer
APPROVAL RECOMMENDED BY:APPROVED BY:
Chief, Engineering & Construction Division
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A1 CONTROL LINE DATA
R /W
R /W
R /W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R /W
R/W R/W
R/W
R/W
R/W
R/W R/W
R /W
R/W R/W
R/W
R/W
R /W
R /W
R/W
R /W
R /W
FLOW
TALLAHATCHIE RIVER
PROJECT LOCATION SITE 6
ROW LIMITS
TALLAHATCHIE
COUNTY,MS.
SITE LOCATIONS
ARE APPROXIMATE
SITE LOCATIONS
ARE APPROXIMATE
PROJECT LOCATION SITE 5
TIPPO ROAD
BELLCHASE ROAD
RIVER ROAD
FLOW
TALLAHATCHIE RIVER
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A1 OVERALL SITE PLAN
SCALE: 1" = 500' 500' 1000'0
FLOW
TALLAHATCHIE RIVER
SEE TYPICAL
(TYPICAL OUTLET
DITCH)
SEE TYPICAL
(TYPICAL OUTLET
DITCH)
0°
'4
0.
0°
'4
0.
0°
'2
9.
STA. 0+00.00
N: 1568675.54 E: 2334704.61
STA. 5+13.71
N: 1568656.15 E: 2335217.95
STA. 10+87.54
N: 1568585.82 E: 2335787.46
092° 09' 48.26" 513.71'
097° 02' 24.94" 573.84'
128 134 138
CONTROL POINT
N: 1568698.3312 E: 2335335.8499
ELEV: 272.00
BEGIN CONSTRUCTION
OF LPSTD
N: 1568559.77 E: 2334975.98
TB 1 TB 2 TB 3 TB 4 TB 5
TB 6
TB 9
TB 7
TB 8
TOP BANK
2°
'1
0.
4°
'2
5.
8°
'2
0.
8°
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1.
3°
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8.
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7.
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2.
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1.
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9.
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2.
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0.
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1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
11. TIEBACK SYMBOLS ARE NOT TO SCALE.
NOTES
LEGEND
A1 SITE 5 PLAN - STA. 0+00 - 11+04
SCALE: 1"=50' 50' 100'0
R200 STONE
N
TIEBACK
LPSTD CENTERLINE
CONTROL POINT
FLOW
TALLAHATCHIE RIVER
STA. 10+87.54
N: 1568585.82 E: 2335787.46
STA. 20+67.89
N: 1568252.93 E: 2336709.56
109° 51' 01.14"980.35'
130° 02' 58.12"
520.47'
109° 51' 01.14"980.35'
109° 51' 01.14"980.35'
CONTROL POINT
N: 1568590.0597 E: 2335904.8500
ELEV: 136.00
CONTROL POINT
N: 1568371.0073 E: 2336533.9091
ELEV: 136.00
TOP BANK
TB 9
TB 10
TB 11
TB 12
TB 13
TB 14
TB 15
TB 16
TB 17
TB 18
TB 19
TB 20
TB 21
3°
'4
8.
6°
'4
7.
6°
'4
7.
0°
'5
2.
8°
'0
8.
6°
'2
2.
6°
'2
2.
9°
'5
5.
9°
'4
7.
1°
'49
.3 5"
1°
'31
.6 3"
5°
'22
.81
5°3
9'3 7.1
3"
233°19'03.47"
ST
A.
0+
.4
ST
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1+
.4
ST
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2+
.6
ST
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3+
.8
ST
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4+
.6
ST
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5+
.9
ST
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6+
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8+
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0+
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1+
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2+
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STA. 2
3+
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STA. 2
4+47.84
STA. 25+66.53
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1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
11. TIEBACK SYMBOLS ARE NOT TO SCALE.
NOTES
LEGEND
A1 SITE 5 PLAN - STA. 11+04 - 22+50
SCALE: 1"=50' 50' 100'0
R200 STONE
N
TIEBACK
STA. 25+88.35
N: 1567918.03 E: 2337107.97
STA. 32+12.96
N: 1567329.29 E: 2337316.58
0°
' 5
8.1 2"
0.4
7'
160° 29' 19.14"
624.61'
184° 27' 17.68" 594.26'
FLOW
TALLAHATCHIE RIVER
CONTROL POINT
N: 1567817.9408 E: 2337187.9163
ELEV: 136.00
TOP BANK
TB
TB
TB 21
TB 22
TB 23
TB 24
TB 25
TB 26
TB 27
TB 28
TB 29 TB 30 TB 31 TB 32
215°52'22.81"
5°
'37
.13
3°
'03
.47
9°
'16
.0 1"
0°
'31
.65
5°
'06
.1 7"
1°
'2
2.
" 24 8°
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3.
9°
'0
2.
" 26 1°
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2.
7°
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7.
8°
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4.
0°
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2.
STA. 2
2+19.49
STA. 2
3+
.76
ST
A.
4+
.84
ST
A.
5+
.5
3 ST
A.
6+
.50
ST
A.
7+
.3
ST
A.
8+
.1
ST
A.
9+
.5
ST
A.
0+
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0 ST
A.
1+
.2
ST
A.
3+
.0
ST
A.
4+
.0
ST
A.
5+
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MATCH LINE STA. 22+50
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1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
11. TIEBACK SYMBOLS ARE NOT TO SCALE.
NOTES
LEGEND
A1 SITE 5 PLAN - STA. 22+50 - 34+66
SCALE: 1"=50' 50' 100'0
R200 STONE
N
TIEBACK
STA. 38+07.22
N: 1566736.83 E: 2337270.42
184° 27' 17.68"
FLOW
TALLAHATCHIE RIVER
CONTROL POINT
N: 1566662.5155 E: 2337248.6115
ELEV: 136.00
END CONSTRUCTION
OF LPSTD
N: 1566796.94 E: 2337183.06
TB 31 TB 32 TB 33 TOP BANK
IR YP-2 (2016)
TB 34
8°
'2
4.
0°
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2.
9°
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2.
4°
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7.
ST
A.
4+
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ST
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5+
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ST
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6+
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B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
IN
C-114
SI
TE
P
LA
N
ST
A.
4+
+0
7.
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
11. TIEBACK SYMBOLS ARE NOT TO SCALE.
NOTES
LEGEND
A1 SITE 5 PLAN - STA. 34+66 - 38+07.22
SCALE: 1"=50' 50' 100'0
R200 STONE
N
TIEBACK
STA. 0+00.00
N: 1565289.54 E: 2343522.11
STA. 1+80.56
N: 1565112.77 E: 2343485.34
STA. 8+64.33
N: 1564532.00 E: 2343124.77
STA. 3+10.57
N: 1564999.25 E: 2343421.96
CONTROL POINT
N: 1565385.4581 E: 2343460.0550
ELEV: 272.00
191° 45' 03.01"180.56'
FLOW
TALLAHATCHIE RIVER
209° 10' 31.58" 130.02'
212° 27' 29.32" 553.76'
CONTROL POINT
N: 1564690.8638 E: 2343258.7169
ELEV: 272.00
209° 10' 31.58" 130.02'
138 138
122 124
124 126
TB 3
TB 4
TB 5
TB 6
TB 7
TOP BANK
TB 8
BEGIN CONSTRUCTION
OF LPSTD
N: 1565249.51 E: 2343384.22
TB 1
TB 2
6°
'5
1.
6°
'5
1.
END CONSTRUCTION
OF LPSTD
N: 1564741.70 E: 2343099.76
GUARD RAIL
8°
'1
3.
6°
'41
.5 4"
4°
'09
.4 8"
9°
'36
.56
9°
'36
.56
6°0
8'0 5.3
7"
ST
A.
2+
.4
ST
A.
3+
.7
ST
A.
4+
.2
STA
. 0
5+
.01
STA
. 0
6+
.86
STA. 0
7+
.33
6°0
8'0 5.3
7"
STA. 0
7+
.28
ST
A.
0+
.1
ST
A.
1+
.7
7 SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
IN
C-121
SI
TE
P
LA
N
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
11. TIEBACK SYMBOLS ARE NOT TO SCALE.
NOTES
LEGEND
A1 SITE 6 PLAN
SCALE: 1"=50' 50' 100'0
R200 STONE
N
TIEBACK
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
5+72.29
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
6+66.78
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
7+72.55
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
TB. 4 (TYP.)
TB. 5 (TYP.)
TB. 6 (TYP.)
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
2+91.97
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
EL
EV
AT
IO
N
EL
EV
AT
IO
N
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
TB. 1 (TYP.)
4+04.96
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 2 (TYP.)
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
4+99.02
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
EL
EV
AT
IO
N
EL
EV
AT
IO
N
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
TB. 3 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
IN
C-301
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
+0 9.
7+
.5
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 2+91.97 - 7+72.55
SCALE: 1"=20' 20' 40'0
R200 STONE
BACKFILL
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
8+72.51
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
9+80.50
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
10+81.49
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
11+87.47
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
12+87.64
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
13+94.81
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 9 (TYP.)
TB. 8 (TYP.)
TB. 7 (TYP.)
TB. 10 (TYP.)
TB. 11 (TYP.)
TB. 12 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-302
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
+7 2.
+9
4.
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 8+72.51 - 13+94.81
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
IN
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
14+90.64
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
15+87.97
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
16+88.12
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
17+91.99
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
18+91.99
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
20+10.35
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 15 (TYP.)
TB. 14 (TYP.)
TB. 13 (TYP.)
TB. 16 (TYP.)
TB. 17 (TYP.)
TB. 18 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-303
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
4+
.6
- 2 0+
.3
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 14+90.64 - 20+10.35
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
26+44.50
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
25+66.53
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
24+47.84
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
21+12.03
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
22+19.49
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
23+33.76
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 19 (TYP.)
TB. 20 (TYP.)
TB. 21 (TYP.)
TB. 22 (TYP.)
TB. 23 (TYP.)
TB. 24 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-304
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
1+
.0
- 2 6+
.5
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 21+12.03 - 26+44.50
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
31+98.22
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
30+94.50
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
29+79.51
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
28+84.16
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
27+60.36
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
33+25.09
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 25 (TYP.)
TB. 26 (TYP.)
TB. 27 (TYP.)
TB. 28 (TYP.)
TB. 29 (TYP.)
TB. 30 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-305
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
7+
.3
- 3 3+
.0
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 27+60.36 - 33+25.09
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
37+70.13
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
37+55.14
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
36+26.59
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
35+13.96
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
34+10.09
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
LC LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 33 (TYP.)
TB. 32 (TYP.)
TB. 31 (TYP.)TB. 34 (TYP.)
NO WORK
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-306
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
4+
.0
- 3 7+
.1
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 5 CROSS SECTIONS - STA. 34+10.09 - 37+70.13
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
01+34.77
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
03+39.76
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
02+24.46
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
05+65.01
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
04+55.24
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 2 (TYP.)
TB. 3 (TYP.)TB. 6 (TYP.)
TB. 5 (TYP.)
TB. 4 (TYP.)
00+76.18
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 1 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-311
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
0+
.1
- 0 5+
.0
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 6 CROSS SECTIONS - STA. 00+76.18 - 05+65.01
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
07+33.33
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
06+65.86
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 7 (TYP.)
NO WORK
07+15.28
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190
C LPSTD
5 TONS/FT
L
EXISTING GROUND
BACKFILL
EL
EV
AT
IO
N
EL
EV
AT
IO
N
TB. 8 (TYP.)
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
C-312
SI
TE
C
R O
SS
S
EC
TI
O N
S
ST
A.
6+
.8
- 0 7+
.3
C . C
O R
N
EL
IU
S, P .E
C . C
O R
N
EL
IU
S, P .E
Z.
L
YN
C
H , P
.E
D . W
AL
LA
C E, P .E
1. ALL UNITS IN U.S. SURVEY FEET.
2. ELEVATIONS IN NAVD88 VERTICAL DATUM.
3. SEE SHEET C-501 FOR TYPICAL SECTIONS.
4. ALL CROSS SECTIONS ARE CUT FROM THE SURVEY BASELINE.
5. ALL CROSS SECTIONS ARE CUT FACING DOWNSTREAM.
6. SLOPE OF NATURAL REPOSE VARIES FROM APPROXIMATELY 1V:1.25H TO
1V:1.5H.
7. MINOR GRADING MAY BE REQUIRED IF THE BANK IS STEEPER THAN A 1V:1.2H
SLOPE.
8. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
9. SURVEY DATA COLLECTED IN MARCH OF 2022.
10. USE PREVIOUSLY EXCAVATED MATERIAL AS BACKFILL.
11. LONGITUDINAL PEAKED STONE TOE DIKE (LPSTD)
NOTES
LEGEND
A1 SITE 6 CROSS SECTIONS - STA. 06+65.86 - 07+33.33
SCALE: 1"=20' 20' 40'0
R200 STONE
AN
SI
D
TB
D
W
2E E2
5B A0
TB
D
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
C H
AN
N
EL
IM
PR
O
VE
M
EN
T
U
PP
ER
Y
AZ
O
O P
R O
JE
C
TS
, I
TE
M
C
BI
II
TA
LL
AH
AT
C
H
IE
C O
U N
TY
, M
IS
SI
SS
IP
PI
FC
/M R
&T , Y
AZ
O
O R
IV
ER
B
AS
1V:1H
L
EROSION
CONTROL
EROSION
CONTROL
L
SLOPE OF
NATURAL REPOSE
NO SCALE
EROSION CONTROL
13'
5'
VARIABLE
SECTION A-A
SECTION B-B
SECTION C-C
TYPICAL SECTIONS FOR STONE TIEBACK AND TRANSVERSE STONE DIKE
EXISTING GROUND
1V:1H
EXCAVATE FOR
DIKE SECTION
1V:1.5H
APPROX.
LOW WATER
STREAMBED
C LONGITUDINAL PEAKED
STONE DIKE
SLOPE OF
NATURAL REPOSE
TOP BANK
1V:1.5H
VARIES
PROFILE
A
B
C
A
B C
EXISTING
GROUND
1V:1H
EXCAVATE FOR
DIKE SECTION
SLOPE VARIES
(FLATTER THAN
SLOPE OF NATURAL
REPOSE)
C LONGITUDINAL
PEAKED STONE
DIKE
STREAMBED
A
A
TOP BANK
PROFILE
NO SCALE
C LONGITUDINAL
PEAKED STONE DIKE
EXISTING BANK
TOP BANK
EXISTING
GROUND
STREAMBED
APPROX.
LOW
WATER
VARIES
SLOPES OF
NATURAL REPOSE
STRUC. AZ. LINE
4'
VARIES
VARIABLE
VARIABLE
4' MIN.
4' MIN.
SLOPE OF
NATURAL
REPOSE
STRUC. AZ. LINE
SLOPE OF
NATURAL REPOSE
EXISTING
GROUNDSTRUC. AZ. LINE
SLOPE OF
NATURAL REPOSE
EXISTING
GROUND
EXISTING
GROUND
1V:1H
NO SCALE
TYPICAL STONE TIEBACK
FOR TRANSVERSE STONE DIKE
TYPICAL LONGITUDINAL PEAKED
STONE DIKE CROSS SECTION
15 FT. TRANSITION OF DIKE
(CROWN WIDTH VARIES)
TRANSITION OF DIKE
(CROWN WIDTH VARIES)
15 FT.
B
B
C
C
VARIES
SLOPE OF
NATURAL
REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS STEEPER THAN
SLOPE OF NATURAL REPOSE
STONE TIEBACK ON EXISTING BANK SLOPE IS FLATTER THAN
SLOPE OF NATURAL REPOSE
LC LONGITUDINAL
PEAKED STONE
DIKE
TOP BANK
SLOPE OF
NATURAL REPOSE
STREAMBED
EXISTING
GROUND
TYPICAL STONE FILL
NO SCALE
SLOPE VARIES
BACKFILL
BACKFILL
BACKFILL
NOTE:
HEIGHT OF DIKE AND/OR TIEBACK
IS AS SHOWN ON INDIVIDUAL CROSS SECTIONS.
GENERAL NOTES:
1. SLOPE OF NATURAL REPOSE OF STONE MAY VARY 1V:1.25H TO 1V:1.5H.
2. THE STRUCTURAL AZIMUTH LINE MENTIONED IN THE "TYPICAL SECTIONS
FOR STONE TIEBACK AND TRANSVERSE STONE DIKE" IS THE SAME AS
THE CROSS SECTION ALIGNMENT IN THE PLAN VIEW.
3. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
L
NO SCALE
3'
STONE FILL
TOP BANKEXISTING
GROUND
LC LONGITUDINAL
PEAKED STONE
DIKE
STONE FILL
SLOPE OF
NATURAL REPOSE
STREAMBED
A
A
B
B
NO SCALE
TYPICAL STONE TIEBACK FOR TRANSVERSE STONE DIKE
WITH STONEFILL
STREAMBED
E E
NOTE: WILLOWS NOT SHOWN
PLAN
L
4' MIN
SECTION D-D
SECTION E-E
2' MIN
TYPICAL OUTLET DITCH
NO SCALE
LONGITUDINAL
PEAKED STONE
DIKE
VARIES
EXISTING DITCH
CHANNEL BOTTOM
D
D
EXISTING TOP BANK
C LONGITUDINAL
PEAKED STONE
DIKE
SLOPE OF
NATURAL REPOSE
SLOPE OF
NATURAL REPOSE
EXISTING DITCH GRADE
STREAMBED
EXISTING
DITCH
1V:2H1V:2H
LONGITUDINAL
PEAKED STONE DIKE
EXISTING
GROUND
EXISTING DITCH
CHANNEL BOTTOM
EXISTING
TOP BANK
NOTE:
OUTLET DITCHES WILL GENERALLY BE LOCATED WHERE EXISTING GULLIES OF
VARYING SIZES ENTER THE STREAM CHANNEL, PROFILE AND BOTTOM WIDTH
OF OUTLET DITCHES WILL VARY TO GENERALLY CONFORM TO EXISTING GULLY
PROFILE AND SECTION.
SLOPE VARIES
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NOTENOTENOTENOTE
C/E
C /E
C/E
C /E
C /E
C /E
C /E
C /E
C/E
C/E R
/W
R /W
R /W
R/ W
R/ W
R/ W
R/ W
R/ W
R/ W
R /W
R/W
R/W
R/W
R/W
R/W
R/W R/W
R /W
R/W R/W
R/W
R/W
R /W
R /W
R/W
R /W
R /W
N: 1566502.3093 E: 2337487.4970
N: 1566463.2063 E: 2336881.6386
N: 1567425.9290 E: 2337412.3636
N: 1567065.4898 E: 2336892.8707
N: 1567496.1745 E: 2336854.4156
N: 1567935.8885 E: 2336505.7531
N: 1568259.1629 E: 2335375.1275
N: 1568477.7831 E: 2334167.1617
N: 1569020.7003 E: 2334290.5819
N: 1568796.7013 E: 2335601.9810
N: 1568371.3038 E: 2336897.6178
N: 1568000.8954 E: 2337231.4791
N: 1567854.0914 E: 2337323.3728
N: 1566647.9054 E: 2342502.5891
N: 1566924.3425 E: 2343062.1427
N: 1566032.9692 E: 2343362.6371
N: 1565900.3616 E: 2342990.0728
N: 1565028.1042 E: 2343601.1681
N: 1565311.2383 E: 2343134.6441
N: 1563979.4696 E: 2342356.4315
N: 1563744.1507 E: 2342835.1213
RIVER RD
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TIPPO
RD
BELLCHASE RD
LOOP RD
BELLCHASE RD
S 33, T 23 N, R 1 E
LITTLE TALLAHATCHIE RIVER
LITTLE TALLAHATCHIE RIVER
TALLAHATCHIE COUNTY
S 34, T 23 N, R 1 E
S 03, T 22 N, R 1 E
S 04, T 22 N, R 1 E
S 32, T 23 N, R 1 E
FLOWFLOW
S 03, T 22 N, R 1 E
N: 1568322.1475 E: 2337737.9600
N: 1568545.6018 E: 2337935.5526
N: 1568779.6366 E: 2338002.5914
N: 1568194.8868 E: 2337844.9455
N: 1568471.1583 E: 2338084.5286
N: 1568990.6195 E: 2338211.6896
N: 1569129.3449 E: 2337853.5910
N: 1568925.1749 E: 2337594.5635
N: 1570220.6586 E: 2337614.3129 N: 1570206.1739
E: 2337852.5218
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A1 RIGHT OF WAY MAP
SCALE: 1" = 500' 0 500' 1000'
N
SILT SCREEN FENCE IN DRAINAGE
HAY WATTLE DETAILS
SCALE: NONE
SECTION
SCALE: NONE
PLAN
SILT SCREEN FENCE DETAILS
STEEL OR WOOD POST
(5' MIN. LENGTH)
FILTER FABRIC
ATTACH SECURELY TO UPSTREAM SIDE OF POST
(SILT FENCE 16" MIN. ABOVE GROUND AND 34"
MAX. ABOVE GROUND)
9" (MAX. RECOMMENDED)
STORAGE HEIGHT
3' (M
IN
2' (M
IN
4" X 4" TRENCH
EXCAVATE, LINE WITH FILTER FABRIC AS SHOWN,
AND BACKFILL WITH COMPACTED MATERIAL
RUNOFF
EXTRA STRENGTH SYNTHETIC FILTER FABRIC
REQUIRED IF WIRE MESH SUPPORT IS NOT USED
STEEL OR WOOD POST
10' MAX. SPACING WITH
WOVEN WIRE SUPPORT
FENCE 6' MAX. SPACING
WITHOUT WIRE
SUPPORT FENCE
FLOW
SEEDED THEN COMPACTED SOIL
2' (MIN.)
6' (MIN.)
1.
5'
(M
IN
FLOW
SCALE: NONE
TEMPORARY DIVERSION DIKE DETAIL
SCALE: NONE
CONSTRUCTION ENTRANCE AND EXIT DETAIL
HARD SURFACE PUBLIC ROAD
COARSE AGGREGATE
50' (MIN.) LENGTH
AS REQUIRED WIDTH
6" (M
IN
D
EP
TH
GENERAL NOTES:
1. INSPECT AND REPAIR BMP(S) AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE
PERMANENTLY STABILIZED.
3. SILT SCREEN FENCE, AND HAY WATTLES SHALL BE PLACED ALONG SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
4. THE ENVIRONMENTAL PROTECTION CONTROLS SHOWN IN THE CONTRACT DRAWINGS MAY NOT FULLY ADDRESS ALL CONCERNS AND PERMIT REQUIREMENTS, BUT ARE PROVIDED TO ESTABLISH A MINIMUM LEVEL OF PROTECTION REQUIRED AT ALL TIMES.
THE CONTRACTOR SHALL CONSIDER HIS WORK OPERATIONS, METHODS, AND CURRENT SITE CONDITIONS TO DEVELOP A COMPLETE PLAN, INCLUDING ADDITIONAL PROTECTION MEASURES AS REQUIRED, TO ASSURE ADEQUATE PERFORMANCE AND COMPLIANCE WITH ALL CONTRACT DOCUMENTS, REGULATIONS, AND PERMITS. REFERENCE SECTION 01 57 20.00 09 ENVIRONMENTAL PROTECTION AND SECTION 01 57 23.00 09 STORM WATER POLLUTION PREVENTION PLAN FOR ADDITIONAL
REQUIREMENTS.
5. ANCHORING WOOD STAKES SHALL BE SIZED, SPACED, DRIVEN, AND BE OF A MATERIAL THAT EFFECTIVELY SECURES THE CHECK. STAKE SPACING SHALL BE A MAXIMUM OF THREE FEET. ALL NON-DEGRADABLE MATERIALS SHALL BE REMOVED WHEN
NO LONGER NEEDED.
6. TRENCHING OF WATTLES MAY BE NECESSARY IF PIPING BECOMES EVIDENT.
7. WATTLES SHOULD NOT BE USED IN HARD BOTTOM CHANNELS.
8. USE OF FLOATING TURBIDITY CURTAINS MAYBE NECESSARY WHEN WORKING AROUND THE WATER'S EDGE.
9. BMP SHALL BE UTILIZED PER THE MDEQ REQUIREMENTS TO PREVENT SEDIMENT RUNOFF. ANY MATERIAL THAT ENTERS THE TOE
DITCH, REGARDLESS OF SOURCE, SHALL BE REMOVED.
10. THE PLACEMENT INTERVAL BETWEEN WATTLE DITCH CHECKS SHALL BE 100' UNLESS SHOWN OTHERWISE ON THE PLANS OR
EROSION CONTROL PLAN APPROVED BY THE CONTRACTING OFFICER.
11. CONTRACTOR SHOULD UTILIZE HAY WATTLES ALONG THE LENGTH OF THE TOE DITCH TO TRAP SEDIMENT FROM PROJECT AREA RUNOFF. HAY WATTLES SHALL BE SPACED SO THAT SUSPENDED SEDIMENT IS REMOVED FROM RUNOFF BEFORE LEAVING THE TOE DITCH
INTO LATERAL DRAINAGE DITCHES.
A
A
VA
R
IE
S
(1 2"
O R
4"
FLOW
1.
5'
M
IN
WATTLE (12" OR 24") TO BE
PLACED IN "U" SHAPE
WOOD STAKE AT TOE OF
SLOPE, BOTH SIDES
FLOW
SCALE: NONE
SCALE: NONE
SCALE: NONE
SECTION A-A
WATTLE
B
A
NOTE:
POINTS A SHOULD BE HIGHER THAN POINT B.
A
EXISTING GROUND
WATTLE
DITCH BOTTOMDITCH CHECK PLAN
DITCH ELEVATION
SEE DITCH ELEVATION
FOR HEIGHT OF WATTLE ENDS
WOOD STAKE
(DO NOT ANCHOR THROUGH NETTING)
LASH STAKES TOGETHER WITH
EITHER BALING TWINE OR
ALUMINUM WIRE
2"
TR
EN
C
H
SILT FENCE DITCH CHECKS ARE USED WHERE IT HAS BEEN DETERMINED
THAT HAY BALE CHECKS ARE INADEQUATE. SILT FENCE DITCH CHECKS
ARE USED TO INTERCEPT LOW VOLUME FLOWS IN LOW TO MODERATE
GRADIENT DITCHES.
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US Army Corps of Engineers
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AutoCAD SHX Text
POST
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DITCH BOTTOM
AutoCAD SHX Text 45°
AutoCAD SHX Text
POST
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
TOP OF FENCE EL. AT X
AutoCAD SHX Text
2. A "W" SHAPE MAY BE USED FOR WIDER DITCHES.
AutoCAD SHX Text
POINT X (TOP OF FENCE)
AutoCAD SHX Text
POINT Y (BOTTOM OF FENCE)
AutoCAD SHX Text
POST AT TOE OF SLOPE (EACH SIDE)
AutoCAD SHX Text
SILT FENCE DITCH CHECK SELECTION GUIDELINES
AutoCAD SHX Text
MAX. STRENGTH/RET. VOL. @ 45°
AutoCAD SHX Text
POST
AutoCAD SHX Text
FLOW
AutoCAD SHX Text
DITCH BOTTOM
AutoCAD SHX Text 45°
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
FABRIC
AutoCAD SHX Text
POINT X (TOP OF FENCE)
AutoCAD SHX Text
POST AT TOE OF SLOPE (EACH SIDE)
AutoCAD SHX Text
SILT FENCE DITCH CHECK SELECTION GUIDELINES
AutoCAD SHX Text
MAX. STRENGTH/RET. VOL. @ 45°
AutoCAD SHX Text NOTES: 1. ANCHOR AND INSTALL PER DETAILS FOR SILT FENCE SPACING GUIDELINES ON ECD-4
AutoCAD SHX Text
BOTTOM OF FENCE EL. AT Y =
| Sheets and Views |
| UYP-7C 2B3 COVER SHEET-UYP COVER SHEET |
| UYP-7C 2B3 COVER SHEET-CONTROL LINE DATA |
| UYP-7C 2B3 Vicinity-VICINITY MAP |
| Sheet 1 |
| UYP 7C 3 PLAN VIEW REDESIGN-site 5 |
| UYP 7C 3 PLAN VIEW REDESIGN-site 5 (2) |
| UYP 7C 3 PLAN VIEW REDESIGN-site 5 (3) |
| UYP 7C 3 PLAN VIEW REDESIGN-site 5 (4) |
| UYP 7C 3 PLAN VIEW REDESIGN-site 6 |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5 |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5 (2) |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5 (3) |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5 (4) |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5(5) |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 5(6) |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 6 |
| UYP 7C 3 XSEC RECOVER REDESIGN-site 6 (2) |
| UYP-7C 3 TYPICAL DETAILS-TYPICAL CROSS SECTIONS |
| Sheet 1 |
| UYP7C3_ROEMAP-SHEET R-101 |
| Sheet 1 |
| UYP - 7C 2B3 SWPPP-SWPPP |
| Sheet 1 |
File details come from the government source that posted it. Updated .