Drawings_W912EE23B0001.pdf
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- Solicitation number
- W912EE23B0001
About this file
This solicitation document is for a channel improvement construction project in Tallahatchie County, Mississippi. The United States Army Corps of Engineers, Vicksburg District is seeking bids for excavation, grading, erosion control and construction of stone dikes and tiebacks along the Little Tallahatchie River. The estimated construction value is between $5-10 million and the period of performance is 370 calendar days from notice to proceed. Bids are due December 20th, 2022 at 2:00pm CST and the contract will be awarded as a 100% small business set-aside under NAICS code 237990. Interested bidders must register on SAM.gov to download solicitation documents and submit inquiries through ProjNet. The agency contact for additional information is Amy L. Starks of the USACE Vicksburg District.
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SITE 1
SITE 3
SITE 2
SITE 4
FLOWTALLAHATCHIE
RIVER
TALLAHATCHIE
COUNTY,
MS.
BUZZARD BAYOU LAKE
WEBB, MS.
HWY 49
TO GREENWOOD
TO CLARKSDALE
CHARLESTON
ISSUE DATE:
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
VICKSBURG DISTRICT
W912EE-YY-X-XXXX
MMMM YYYY
W912EE-23-B-0001
FC/MR&T, YAZOO RIVER BASIN
TALLAHATCHIE COUNTY, MISSISSIPPI
UPPER YAZOO PROJECTS, ITEM 7C 2B II
CHANNEL IMPROVEMENT
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BUZZARD
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HWY 32
FLOW
TALLAHATCHIE RIVER
G
RASSY LAKE RD
TO W
EBB
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
R/W
PROJECT LOCATION SITE 1
PROJECT LOCATION SITE 2
PROJECT LOCATION SITE 3
PROJECT LOCATION SITE 4
ROW LIMITS
TALLAHATCHIE
COUNTY,
MS.
SITE LOCATIONS
ARE APPROXIMATE
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N
A1 UYP - 7C 2BII - OVERALL SITE PLAN
SCALE: 1" = 500' 500' 1000'0
ST
A.
+9
1.
ST
A.
+9
5.
ST
A.
+9
5.
ST
A.
+9
5.
ST
A.
+9
5.
ST
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+9
5.
ST
A.
+9
5.
ST
A.
0+
.4
M
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E
ST
A.
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0°
4'
2.
0°
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8.
0°
0'
9.
0°
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9.
0°
0'
0.
0°
5'
1.
1°
0'
1.
1°
5'
2.
M
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E
ST
A.
0+
STA: 4+94.10
N: 1627053.85 E: 2329321.43165° 43' 15.71"
494.10'
184° 06' 01.28" 584.67'
TB1 TB2 TB3 TB4
BEGIN CONSTRUCTION OF LPSTD
N: 1627172.25 E: 2329382.97
FLOW
TALLAHATCHIE RIVER
STA: 0+00
N: 1627532.56 E: 2329199.06
TOP BANK
STA: 10+78.78
N: 1626470.63 E: 2329280.24
2 132
140141
140138139
145144
143144
134Control Point N 1627433.56 E 2329359.22
ELEV: 143.23
Control Point N 1626627.84 E 2329221.71
ELEV: 146.73
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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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 PLAN - STA. 3+91.65 - 10+42
SCALE: 1" = 50'
00 50' 100'
0+
.4
ST
A.
1+
.3
ST
A.
3+
.2
ST
A.
4+
.6
ST
A.
5+
.6
ST
A.
6+
.6
ST
A.
7+
ST
A.
8+
.0
ST
A.
+4
6.5
STA. 2
0+69.07
STA. 22+69.80
STA. 23+69.81
STA. 24+89.61
STA. 2
1+69.79
M
AT
C H
L
IN
E
ST
A.
0+
MATCH LINE STA. 22+24
1°
0'
1.
1°
5'
2.
1°
0'
3.
5°
4'
1.
8°
7'
8.
8°
7'
8.
8°
7'
8.
0°
4'
8.
063° 12' 34.52"
054° 03' 36.47"
038° 08' 51.60"
037° 38' 58.36"
037° 38' 58.36"
037° 38' 58.36"
021° 54' 46.95"
M
AT
C H
L
IN
E
ST
A.
0+
173° 06' 18.26"
208.86'
169° 49' 34.14"
506.01'
143° 5 1' 49.07"
265.39'
7°
' 1
9.0 4"
4.5
8'
TB4 TB5
TB6
TB7
TB8
TB
TB
FLOW
TALLAHATCHIE RIVER
STA: 10+78.78
N: 1626470.63 E: 2329280.24
IR
STA: 12+87.63
N: 1626263.31 E: 2329305.53
ELEV 146.14
TOP BANK
IR
STA: 17+93.65
N: 1625765.35 E: 2329395.43
ELEV: 145.07
STA: 20+59.03
N: 1625551.18 E: 2329552.16
143144
145144146147
145146147
140139
146147
136137
IR
N
: 1
.8
E:
.4
EL
EV
: 1
.6
Control Point N 1625876.60 E 2329397.93
ELEV 147.23
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00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 PLAN - STA. 10+42 - 22+24
SCALE: 1' = 50"
+6
9.0
ST
A.
+6
9.8
ST
A.
+6
9.8
ST
A.
4+
.6
ST
A.
5+
.1
ST
A.
6+
.9
ST
A.
8+
.3
ST
A.
9+
.1
ST
A.
0+
.8
STA. 31+54.80
STA. 32+55.53
STA. 33+61.04
STA. 34+62.61
STA. 35+44.41
ST
A.
+6
9.7
M
AT
CH
L
IN
E
ST
A.
2+
M
ATCH LINE STA. 34+06
8°
' 5
1.6 0"
7°
' 5
8.3 6"
7°
' 5
8.3 6"
7°
' 5
8.3 6"
1°
4'
6.
1°
5'
0.
8°
6'
8.
8°
9'
7.
1°
7'
8.
4°
5'
9.
333° 29' 49.96"
333° 29' 49.96"
330° 16' 15.33"
330° 16' 15.33"
0°
2'
4.
M
ATCH LINE STA. 34+06
127° 05' 19.04" 324.58'
109° 59' 57.26"514.70'
070° 26' 09.11"
1088.08'
TB10
TB11
TB12
TB13
TB14
TB15
FLOW
TALLAHATCHIE RIVER
STA: 23+83.61
N: 1625355.72 E: 2329811.29
TOP BANK
STA: 28+98.31
N: 1625180.21 E: 2330295.14
145 123
140145 142143144
142143144
141142143144
143144
IR
N: 1625428.88 E: 2329765.44
ELEV: 144.65
Control Point N 1625311.91 E 2329974.36
ELEV: 144.61
SO
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SHEET ID
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00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 PLAN - STA. 22+24 - 34+06
SCALE: 1' = 50"
R/W
R/W
R/W
R/W
R/W
STA. 33+61.04
STA. 34+62.61
STA. 35+44.41
STA. 36+39.82
STA. 37+39.89
STA. 38+30.93
STA. 39+16.73
330° 16' 15.33"
330° 16' 15.33"
0°
2'
4.
2°
8'
2.
2°
8'
2.
7°
2'
5.
3°
8'
9.
M
ATCH LINE STA. 34+06
070° 26' 09.11"
1088.08'
TB15
TB16
TB17
TB18
FLOW
TALLAHATCHIE RIVER
STA: 39+86.39
N: 1625545.67 E: 2331320.00
END CONSTRUCTION OF LPSTD
N: 1625601.46 E: 2331245.33
SITE 2
STA. 3+83.17
ST
A.
+8
7.
ST
A.
+1
0.
ST
A.
+2
8.
ST
A.
+5
5.
ST
A.
+8
6.
STA. 1
1+17.12
STA. 12+48.89
STA. 13+60.89
STA. 14+74.41
STA. 15+76.55
STA. 17+16.15
STA. 18+27.39
TOP BANK
145144
145141142143144
142143144
125123124
116117118
125126127
Control Point N 1625427.02 E 2331139.42
ELEV 144.71
Control Point N 1625440.06 E 2331290.97
ELEV:143.48
Control Point N 1625298.89 E 2331285.35
ELEV:144.88
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-113
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
4+
+1 6.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 PLAN - STA. 34+06 - 39+16.73
SCALE: 1" = 50'
STA. 3+83.17
A.
+8
7.
ST
A.
+1
0.
ST
A.
+2
8.
ST
A.
+5
5.
ST
A.
+8
6.
STA. 1
1+17.12
STA. 12+48.89
STA. 13+60.89
159° 56' 50.44"
2°
1'
3.
3°
0'
2.
2°
4'
4.
9°
7'
8.
3°
2'
.3
3"
230° 5 5' 06.73"
248° 03' 06.95"
255° 58' 07.30"
STA: 6+02.20
N: 1626004.04 E: 2331127.82
STA: 9+39.93
N: 1625950.61 E: 2331461.30
STA: 11+62.53
N: 1625791.62 E: 2331617.11
STA: 0+00.00
N: 1625782.35 E: 2330567.91
068° 23' 58.99"602.20'
099° 06' 08.66"
337.73'
135° 34' 42.90"
222.60'
3°
6'
3.
ADDITIONAL BASELINE
BEGIN CONSTRUCTION OF LPSTD
N: 1625826.08 E: 2330934.26
TOP BANK
STONE FILL
STONE FILL ENDS AT
STA. 8+55.77
FLOW
145137138139141142143144
140138139141142
SITE 1
TB 1 (SEE TYPICAL " TYPICAL
STONE TIEBACK FOR
TRANSVERSE STONE DIKE
WITH STONE FILL")
MATCH LINE STA. 12+22
TB2
TB3
TALLAHATCHIE RIVER
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-120
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
+8 3.
+2
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 2 PLAN - STA. 3+83.17 - 12+22
STA
. 1
1+
.12
ST
A.
2+
.8
ST
A.
3+
.8
ST
A.
4+
.4
ST
A.
5+
.5
ST
A.
7+
.1
ST
A.
8+
.3
ST
A.
9+
.7
ST
A.
0+
.0
STA. 21+85.73
STA. 22+86.66
STA. 2
3+
.74
STA. 25+08.07
STA. 26+35.14
230° 55' 06.73"
248° 03' 06.95"
5°
8'
7.
3°
9'
6.
4°
4'
5.
1°
8'
0.
8°
7'
2.
8°
8'
.5
2"
3°
7'
.3
1"
324° 2 8' 17.21"
324° 2 8' 17.21"
7°
' 4
2.8 2"
335° 04' 26.42"
353° 18' 14.32"
STA: 16+12.22
N: 1625359.85 E: 2331742.77
STA: 20+17.95
N: 1624979.02 E: 2331602.83
STA: 24+62.46
N: 1624674.01 E: 2331279.47
163° 46' 23.41"449.69'
200° 10' 29.83"
405.73'
226° 40' 22.81"
444.51'
ADDITIONAL BASELINE
TOP BANK
FLOW
143 14
145142
145144
145142143144
140145138139141142143144146
112 116
115116
119 117
5120121
140136
145142
M
AT
CH
L
IN
E
ST
A.
2+
MATCH LINE STA. 25+39
TB3
TB4
TB5
TB6
TB7
TB8
TALLAHATCHIE RIVER
Control Point N 1625298.89 E 2331285.35
ELEV: 144.88
Control Point N 1625440.06 E 2331290.97
ELEV: 143.48
Control Point N 1625427.02 E 2331139.42
ELEV: 144.71
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
2+
+3
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 2 PLAN - STA. 12+22 - 25+39
SCALE: 1" = 50'
N
AutoCAD SHX Text
STA
. 2
3+
.74
ST
A.
5+
.0
STA. 26+35.14
STA. 27+25.65
STA. 28+41.98
STA. 29+21.41
STA. 30+30.12
STA. 31+30.13
STA. 32+26.26
STA. 33+26.31
STA. 34+37.14
STA. 35+25.19
317° 19' 42.82"
335° 04' 26.42"
3°
8'
4.
6°
4'
5.
7°
7'
0.
4°
0'
6.
0°
5'
2.
0°
5'
2.
8°
5'
5.
8°
5'
5.
5°
5'
0.
2°
9'
1.
STA: 36+34.40
N: 1624472.93 E: 2330124.92
260° 07' 13.91"1171.94'
ADDITIONAL BASELINE
TOP BANK END CONSTRUCTION OF LPSTD
N: 1624593.26 E: 2330243.26
FLOW
135134
115 120
135134
14514414
135136137
145143144
117118
126120121
135133134136137
142143144
142143144
SITE 3
M
AT
CH
L
IN
E
ST
A.
5+
TB8
TB9
TB10
TB11
TB13
TB12
TALLAHATCHIE RIVER
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-122
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
5+
+2 5.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'A1 UYP - 7C 2BII - SITE 2 PLAN - STA. 25+39 - 35+25.19
SCALE: 1" = 50'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
STA. 6+96.42
STA. 7+97.58
STA. 9+25.47
ST
A.
0+
.0
ST
A.
1+
.4
ST
A.
2+
.4
M
AT
CH
L
IN
E
ST
A.
1+
5°
7'
7.
5°
7'
7.
4°
1'
1.
151° 09' 33.89"
151° 09' 33.89"
145° 14' 01.49"
STA: 4+36.81
N: 1624994.54 E: 2330727.81
STA: 8+23.91
N: 1625024.66 E: 2330341.88
257° 03' 02.49"
436.81'
274° 31' 32.05" 387.10'
246° 35' 20.67"
500.35'
BEGIN CONSTRUCTION OF LPSTD
N: 1624898.11 E: 2330497.63
TOP BANK
FLOW
TALLAHATCHIE RIVER
STONE FILL
STONE FILL ENDS
STA. 10+51.04
STA: 0+00
N: 1625092.89 E: 2331153.40
SITE 2
ST
A.
5+
.0
STA. 26+35.14
STA. 27+25.65
STA. 28+41.98
STA. 29+21.41
STA. 30+30.12
STA. 31+30.13
STA. 32+26.26
STA. 33+26.31
STA. 34+37.14
STA. 35+25.19
STA: 28+98.31
N: 1625180.21 E: 2330295.14
TB 1 (SEE TYPICAL " TYPICAL
STONE TIEBACK FOR
TRANSVERSE STONE DIKE
WITH STONE FILL")
Control Point N 1624978.89 E 2330920.84
ELEV: 144.07
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-130
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
+9 6.
+0
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 3 PLAN - STA. 6+96.42 - 11+00
STA. 11+51.48
STA. 12+65.41
STA. 13+64.56
STA. 14+64.78
STA. 1
5+78.68
STA. 1
6+78.76
STA
. 1
7+
.29
STA
. 1
8+
.75
ST
A.
0+
.5
ST
A.
1+
.6
ST
A.
2+
.8
ST
A.
3+
.8
ST
A.
4+
.8
MATCH LINE STA. 11+00
M
AT
C H
L
IN
E
ST
A.
3+
151° 09' 33.89"
145° 1 4' 01.49"
146° 0 3' 35.67"
146° 0 3' 35.67"
140° 0 3' 44.71"
140° 0 3' 44.71"
2°
' 1
7.1 5"
2°
' 1
7.1 5"
9°
3'
.5
8"
1°
0'
7.
1°
0'
7.
0°
2'
4.
0°
2'
4.
STA: 13+24.26
N: 1624825.36 E: 2329882.94
STA: 19+23.50
N: 1624458.54 E: 2329409.09
STA: 21+38.88
N: 1624264.43 E: 2329315.77
246° 35' 20.67"
500.35'
232° 19' 01.58"
599.23'
205° 44' 16.39" 215.38'
189° 51' 09.09"358.45'
TOP BANK
TB2
TB3
TB4
TB5
TB6
TB7
FLOW
TALLAHATCHIE RIVER
139141
135135136137
142143144
115114
142143144
132133134 142143144
146147
152153
125126127128129
Control Point N 1624480.65 E 2329356.10
ELEV: 149.82
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-131
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
1+
+0
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 3 PLAN - STA. 11+00 - 23+07
2+
.8
ST
A.
3+
.8
ST
A.
4+
.8
ST
A.
5+
.7
ST
A.
7+
.7
ST
A.
8+
.4
ST
A.
9+
.1
ST
A.
0+
.2
STA. 3
1+98.09
STA. 3
3+05.42
STA. 34+36.92
STA. 35+41.17
STA. 36+41.66
STA. 37+63.80
STA. 39+04.11
M
AT
C H
L
IN
E
ST
A.
3+
MATCH LINE STA. 37+16
1°
0'
7.
0°
2'
4.
0°
2'
4.
5°
8'
1.
7°
5'
2.
6°
3'
7.
065° 22' 27.67"
061° 16' 58.62"
040° 24' 54.58"
040° 24' 54.58"
026° 11' 02.60"
023° 32' 15.82"
023° 32' 15.82"
006° 59' 38.03"
STA: 24+97.32
N: 1623911.21 E: 2329254.80
STA: 28+12.46
N: 1623596.07 E: 2329255.97
STA: 32+80.75
N: 1623185.27 E: 2329480.78
IR
ST
A:
8+
.8
N : 1
.9
E:
.6
EL
EV
: 1
.8
189° 51' 09.09"358.45'
179° 50' 50.12" 315.14'
151° 22' 15.42"
468.29'
7°
5'
8.
7.
TOP BANK
TB7
TB8
TB9
TB10
TB
TB
TB
FLOWTALLAHATCHIE RIVER
SEE TYPICAL
(TYPICAL OUTLET
DITCH)
152153
125126127128129
140137138139141
132133134
151152153154
152153154
151152153
Control Point N 1623537.34 E 2329299.26
ELEV: 152.97
C on tro l P oi nt
N
.5
E
9.
EL
EV
: 1
.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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-132
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
3+
+1
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 3 PLAN - STA. 23+07 - 37+16
7+
.8
ST
A.
9+
.1
STA. 40+23.90
STA. 41+31.01
ST
A.
2+
.9
ST
A.
3+
.0
ST
A.
4+
.2
ST
A.
5+
.8
ST
A.
6+
.8
ST
A.
6+
.5
M
AT
C H
L
IN
E
ST
A.
7+
3°
2'
5.
6°
9'
8.
8°
5'
7.
339° 39' 40.67"
336° 26' 15.71"
5°
5'
7.
5°
5'
7.
5°
5'
7.
4°
2'
1.
4°
2'
1.
4°
2'
1.
IR
STA: 38+87.88
N: 1622998.97 E: 2330058.62
ELEV: 142.82
STA: 46+84.47
N: 1623240.21 E: 2330817.80
072° 26' 01.16"
796.59'
4°
0'
.0
2"
9.
END CONSTRUCTION OF LPSTD
N: 1623345.35 E: 2330790.84
TB13
TB14
TB15
TB16
TB17
FLOWTALLAHATCHIE RIVER
STA: 48+23.65
N: 1623355.00 E: 2330896.52
143144
127128129
141142143144
125121122123124
4142143144
126127128
145143144
135140134136137138139141142143144
141142143144
Control Point N 1623110.06 E 2330204.57
ELEV: 144.25
Control Point N 1623161.05 E 2330450.23
ELEV: 144.14
Control Point N 1623660.42 E 2330517.74
ELEV: 142.32
Control Point N 1623725.83 E 2330677.70
ELEV: 144.52
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-133
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
7+
+9 3.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 3 PLAN - STA. 37+16 - 46+93.57
STA. 1+21.65
A.
+5
2.
ST
A.
+6
3.
ST
A.
+8
6.
ST
A.
+1
7.
ST
A.
+5
4.
ST
A.
+7
3.
ST
A.
9+
.21
STA. 11+24.49
STA. 12+96.24
STA. 13+99.53
STA. 15+42.25
MATCHLINE STA. 13+08
149° 35' 31.35"
4°
9'
1.
8°
4'
1.
8°
3'
5.
0°
1'
7.
2°
9'
3.
1°
4'
.0
6"
5°
' 1
3.2 1"
237° 40' 04.54"
272° 04' 11.87"
272° 04' 11.87"
STA: 3+56.28
N: 1623715.86 E: 2330786.83
STA: 6+30.16
N: 1623739.41 E: 2331059.69
STA: 9+32.49
N: 1623568.86 E: 2331309.32
STA: 11+66.41
N: 1623394.40 E: 2331465.16
STA: 13+44.46
N
: 1623219.25 E: 2331497.18
085° 04' 00.80"
273.88'
124° 20' 33.43" 302.33'
138° 13' 34.32"
233.92'
9°
8'
6.
8.
066° 11' 10.53"
356.28'
STA: 0+00.00
N: 1623572.01 E: 2330460.88
ADDITIONAL BASELINE
TOP BANK
BEGIN CONSTRUCTION OF LPSTD
N: 1623506.77 E: 2330627.73
TB2
TB3
TB4
TB5
TB6
FLOW
TB1
TALLAHATCHIE RIVER
13713
136137 141142143
142143
140138
110109
140141142143
117118
130131
137138139
ST
A.
2+
.9
ST
A.
3+
.0
ST
A.
4+
.2
ST
A.
5+
.8
ST
A.
6+
.8
ST
A.
6+
.5
SITE 3
Control Point N: 1623660.42 E: 2330517.74
ELEV: 142.32
Control Point N: 1623725.83 E: 2330677.70
ELEV: 144.52
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-140
U
YP
7C
BI
I
SI
TE
P
LA
+2
1.
+0
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 4 PLAN - STA. 1+21.65 - 13+08
1+
.4
ST
A.
2+
.2
ST
A.
3+
.5
ST
A.
5+
.2
ST
A.
6+
.7
STA
. 1
7+
.95
STA
. 1
8+
.88
STA. 2
0+16.75
STA. 2
1+16.90
STA. 22+29.40
STA. 23+29.56
STA. 24+23.40
STA. 24+74.66
M
AT
C H
LI
N
E
ST
A.
3+
7°
0'
.5
4"
2°
4'
1.
2°
4'
1.
3°
0'
0.
3°
0'
0.
0°
' 0
3.9 0"
0°
' 0
3.9 0"
321° 1 9' 03.76"
321° 1 9' 03.76"
327° 35' 59.36"
327° 35' 59.36"
324° 4 3' 02.76"
324° 4 3' 02.76"
ST
A:
1+
.4
N
: 1
.4
E:
.1
STA: 13+44.46
N: 1623219.25 E: 2331497.18
STA: 17+88.45
N: 1622797.38 E: 2331358.79
169° 38' 26.59"
178.05'
198° 09' 37.21"443.99'
234° 23' 06.05"
771.64'
STA: 25+60.09
N: 1622348.02 E: 2330731.49
ADDITIONAL BASELINE
TOP BANK
END CONSTRUCTION OF LPSTD
N: 1622499.43 E: 2330730.56
TB6
TB7
TB8
TB9
TB10
TB11
FLOW
TALLAHATCHIE RIVER
142143144
0 135
140136 139141
141142143144
120118
140137138139141142
143143143
121 120
145141
5 144
STA. 45+13.80
STA. 46+13.85
STA. 46+93.57
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-141
U
YP
7C
BI
I
SI
TE
P
LA
N
ST
A.
3+
+7 4.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, P .E
D . W
AL
LA
C E, P .E
00 50' 100'
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. AERIAL IMAGERY WAS CAPTURED IN 2013. THE AVAILABLE IMAGERY MAY
NOT REFLECT CURRENT BANK CONDITIONS.
9. ZERO AZIMUTH IS FACING NORTH.
10. ALL REFERENCES TO TOP BANK ARE APPROXIMATE.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 4 PLAN - STA. 13+08 - 24+74.66
Elevation El ev at io n
3+91.65
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
4+95.08
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
5+95.17
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
6+95.24
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
7+95.29
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
8+95.32
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
9+95.34
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
10+95.49
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
BACKFILL
BACKFILL
BACKFILL
TB. 1 (TYP.)
TB. 2 (TYP.)
TB. 3 (TYP.)
TB. 4 (TYP.)
TOP BANK
TOP BANK
TOP BANK
TOP BANK
C LPSTD
5 TONS/FT
L C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
LC 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
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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
U
YP
7C
B2
II
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
+9
1.
+9 5.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 CROSS SECTIONS - STA. 3+91.65 - 10+95.49
SCALE: 1" = 20' 00 20' 40'
at io n
11+96.37
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
13+03.23
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
14+10.64
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
15+10.65
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
16+10.66
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
17+21.00
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
18+34.04
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
19+46.57
0 100-10-20-30-40-50-60-70-80-90-100-110-120
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
BACKFILL BACKFILL
BACKFILL
TB. 5 (TYP.)
TB. 6 (TYP.)TB. 8 (TYP.)
TB. 7 (TYP.)
TOP BANK
TOP BANKTOP BANK
TOP BANK
C LPSTD
5 TONS/FT
LC LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
LC 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
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-302
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
1+
.3
- 1
9+
.5
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 CROSS SECTIONS - STA. 11+96.37 - 19+46.57
at io n
20+69.07
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
22+69.80
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
21+69.79
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
23+69.81
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
24+89.61
0 100-10-20-30-40-50-60-70-80-90-100
Elevation El ev at io n
25+90.12
0 100-10-20-30-40-50-60-70-80-90-100
Elevation El ev at io n
26+92.94
0 100-10-20-30-40-50-60-70-80-90-100
Elevation El ev at io n
28+15.36
0 100-10-20-30-40-50-60-70-80-90-100-110
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
BACKFILL
BACKFILL
TB. 10 (TYP.)
TB. 11 (TYP.)
TB. 12 (TYP.)
EXISTING GROUND
TB. 9 (TYP.)
BACKFILL
TOP BANK
TOP BANK
TOP BANK
TOP BANK
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
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-303
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
0+
.0
- 2
8+
.3
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP - 7C 2BII - SITE 1 CROSS SECTIONS - STA. 20+69.07 - 28+15.36
at io n
29+33.10
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140
Elevation El ev at io n
30+31.82
0 100-10-20-30-40-50-60-70-80-90-100-110
Elevation El ev at io n
31+54.80
0 100-10-20-30-40-50-60-70-80-90-100
Elevation El ev at io n
32+55.53
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
33+61.04
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
34+62.61
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
Elevation El ev at io n
35+44.41
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
Elevation El ev at io n
36+39.82
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
BACKFILL
BACKFILL
BACKFILL
TB. 13 (TYP.)
TB. 14 (TYP.)
TB. 15 (TYP.)
TB. 16 (TYP.)
TOP BANK
TOP BANKTOP BANK
TOP BANK
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
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-304
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
9+
.1
- 3
6+
.8
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 1 CROSS SECTIONS - STA. 29+33.10 - 36+39.82
SCALE: 1"=20' 20' 40'0
at io n
37+39.89
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
Elevation El ev at io n
38+30.93
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140
Elevation El ev at io n
39+16.73
0 100-10-20-30-40-50-60-70-80-90-100-110-120
EXISTING GROUND
BACKFILL
TB. 18 (TYP.)
NO WORK
BACKFILL
TB. 17 (TYP.)
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-305
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
7+
.8
- 3
9+
.7
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 1 CROSS SECTIONS - STA. 37+39.89 - 39+16.73
at io n
3+83.17
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
4+87.63
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
6+10.33
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
Elevation El ev at io n
7+28.52
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
8+55.77
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
Elevation El ev at io n
9+86.65
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
Elevation El ev at io n
11+17.12
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
Elevation El ev at io n
12+48.89
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
C LPSTD
5 TONS/FT
L
BACKFILL
TOP BANK
TOP BANK
BACKFILL
TOP BANK
TB. 1 (SEE TYPICAL "TYPICAL
STONE TIEBACK FOR TRANSVERSE
STONE DIKE WITH STONE FILL")
TB. 2 (TYP.)
TOP BANK
TOP BANK
TOP BANK
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
C LPSTD
5 TONS/FT
L
STONE FILL
STONE FILL
STONE FILL
STONE FILL
STONE FILL
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-311
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
+8
3.
+4 8.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 2 CROSS SECTIONS - STA. 3+83.17 - 12+48.89
at io n
18+27.39
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
17+16.15
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
Elevation El ev at io n
15+76.55
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180
Elevation El ev at io n
14+74.41
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
13+60.89
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
21+85.73
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
20+54.09
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
19+42.77
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
TB. 4 (TYP.)
TB. 5 (TYP.)
TB. 6 (TYP.)
TOP BANK
TOP BANK
TOP BANK
TOP BANK
BACKFILL
BACKFILL
BACKFILL
TB. 3 (TYP.) 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
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-312
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
3+
.8
- 2
1+
.7
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 2 CROSS SECTIONS - STA. 13+60.89 - 21+85.73
at io n 28+41.98
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
27+25.65
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
Elevation El ev at io n
26+35.14
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
25+08.07
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
23+74.74
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
22+86.66
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160
Elevation El ev at io n
30+30.12
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
29+21.41
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TB. 7 (TYP.)
TB. 8 (TYP.)
TB. 9 (TYP.)
TB. 10 (TYP.)
TOP BANK
TOP BANK
TOP BANK
TOP BANK
BACKFILL
BACKFILL
BACKFILL
BACKFILL
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
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-313
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
2+
.6
- 3
0+
.1
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 2 CROSS SECTIONS - STA. 22+86.66 - 30+30.12
at io n
35+25.19
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170
Elevation El ev at io n
34+37.14
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
33+26.31
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140
Elevation El ev at io n
32+26.26
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
Elevation El ev at io n
31+30.13
0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
TB. 11 (TYP.)
TB. 12 (TYP.)
TOP BANK
BACKFILL
BACKFILL
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-314
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
1+
.1
- 3
5+
.1
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 2 CROSS SECTIONS - STA. 31+30.13 - 35+25.19
at io n
6+96.42
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160 Elevation El ev at io n
7+97.58
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
9+25.47
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
Elevation El ev at io n
10+51.04
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150
Elevation El ev at io n
11+51.48
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
Elevation El ev at io n
12+65.41
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
13+64.56
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190
Elevation El ev at io n
14+64.78
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
BACKFILL
TOP BANK
BACKFILL
TOP BANK
TOP BANK
TOP BANK
BACKFILL
TB. 2 (TYP.)
TB. 3 (TYP.)
TB. 1 (SEE TYPICAL "TYPICAL
STONE TIEBACK FOR TRANSVERSE
STONE DIKE WITH STONE FILL")
STONE FILL
STONE FILL
STONE FILL
STONE FILL
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
LC LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
TOP BANK
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-321
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
+9
6.
+6 4.
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 3 CROSS SECTIONS - STA. 6+96.42 - 14+64.78
at io n
15+78.68
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
16+78.76
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
17+98.29
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
Elevation El ev at io n
18+99.75
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210-220
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TOP BANK
BACKFILL
TOP BANK
BACKFILL
TB. 4 (TYP.)
TB. 5 (TYP.)
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
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
W
2E E-
YY
-X
-X
XX
X
W
2E E-
-B
-0
M M
M M
Y
YY
Y
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
B
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-322
U
YP
7C
BI
I
SI
TE
C R
O
SS
S
EC
TI
O
N S
ST
A.
5+
.6
- 1
8+
.7
C . C
O R
N
EL
IU
S
C . C
O R
N
EL
IU
S
D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2BII - SITE 3 CROSS SECTIONS - STA. 15+78.68 - 18+99.75
at io n
20+38.53
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200-210
Elevation El ev at io n
21+61.67
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180-190-200
Elevation El ev at io n
22+63.86
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
23+88.83
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
Elevation El ev at io n
24+88.83
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
Elevation El ev at io n
25+98.79
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140
Elevation El ev at io n
27+12.76
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140
Elevation El ev at io n
28+34.42
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TOP BANK
BACKFILL
TOP BANK
BACKFILL
TOP BANK
BACKFILL
TOP BANK
BACKFILL
TB. 6 (TYP.)
TB. 7 (TYP.)
TB. 8 (TYP.)
TB. 9 (TYP.)
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
LC LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
C LPSTD
5 TONS/FT
L
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
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A
M
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K
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BM
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D B
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D
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TR
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C
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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
W
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XX
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M M
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VI
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BU
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VI
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IS
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/M R
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95% - REVIEW
C-323
U
YP
7C
B2
SI
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C
R O
SS
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TI
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S
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- 2 8+
.4
C . C
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C . C
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D . H
ER
R
, 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.
NOTES
LEGEND
R200 STONE
A1 UYP-7C 2B2 - SITE 3 CROSS SECTIONS - STA. 20+38.53 - 28+34.42
at io n
29+55.10
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
30+61.25
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
31+98.09
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160
Elevation El ev at io n
33+05.42
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130-140-150-160-170-180
Elevation El ev at io n
34+36.92
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
35+41.17
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
Elevation El ev at io n
36+41.66
0 100-10-20-30-40-50-60-70-80-90-100-110-120
Elevation El ev at io n
37+63.80
0 100-10-20-30-40-50-60-70-80-90-100-110-120-130
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
TOP BANK
BACKFILL
TOP BANK
BACKFILL
BACKFILL
TOP BANK
BACKFILL
TOP BANK
TB. 10 (TYP.)
TB. 11 (TYP.)
TB. 12 (TYP.)
TB. 13 (TYP.)
C LPSTD
5 TONS/FT
L C LPSTD
5…
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