RedRockPhase6_Plans_Part3.pdf
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Plans - Part 3 of 3
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315 315
0 3
325325325
330 3
5 3
0 340
5+00
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IDENTIFICATION
SHEET
D A
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®of Engineers
US Army Corps
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P I
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A B
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R T
R E
D R
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A N
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G P
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N
HORIZONTAL SCALE 1" = 40' 0 40' 80'
A1
C H
E V
R O
N
.9 L P
L A
N V
IE
W
GENERAL SURVEY NOTES
COLLECTED OCTOBER 22, 2018
EXISTING CONTOURS ARE BASED ON A MULTIBEAM SURVEY
FLOW
E = 1052735.82
N = 722930.60
POB STA = 0+00.00
E = 1052604.65
N = 723022.92
STA = 1+60.41
BEGIN STRUCTURE
E = 1052446.74
N = 723134.06
STA = 3+53.51
E = 1052406.53
N = 723194.79
STA = 4+28.06
E = 1052411.79
N = 723253.83
STA = 4+88.24
END STRUCTURE
O/S = 22.3 L
STA = 5+05.20
E = 1052400.63
N = 723280.74
O/S = 23.9 L
STA = 5+16.59
E = 1052407.46
N = 723293.07
O/S = 22.2 L
STA = 5+76.12
E = 1052467.93
N = 723332.47
O/S = 21.6 L
STA = 6+62.13
E = 1052562.80
N = 723329.92 O/S = 32.8 L
STA = 7+70.26
E = 1052671.40
N = 723324.84
O/S = 0.0
STA = 8+76.54
E = 1052771.55
N = 723276.43
E = 1052863.15
N = 723262.53
POE STA = 9+69.19
O/S = 39.0 R
STA = 9+03.83
E = 1052792.68
N = 723233.81
O/S = 34.6 R
STA = 7+79.23
E = 1052670.16
N = 723256.86
O/S = 26.4 R
STA = 6+81.42
E = 1052574.67
N = 723279.59
O/S = 25.3 R
STA = 5+79.08
E = 1052484.19
N = 723287.75
O/S = 27.5 R
STA = 5+04.49
E = 1052442.57
N = 723253.87
S T L
O U
IS
D
IS
T R
IC
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S T L
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M
IS
S O
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A R
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E E
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W A
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CHEVRON 99.9 L PLAN VIEW
L
IC
IT
A T
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N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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D E
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N E
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IDENTIFICATION
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D A
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®of Engineers
US Army Corps
360360
360360
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
E L E
V A
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N
E L E
V A
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N
STATION
360360
360360
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00
E L E
V A
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N
STATION
360360
360360
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00
E L E
V A
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N
E L E
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STATION
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A B
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G P
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0 40' 80'
P R
O F
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E V
IE
W S
CHEVRON 101.0 L PROFILE VIEW
CHEVRON 100.0 L PROFILE VIEW
CHEVRON 99.9 L PROFILE VIEW
C1
B1
A1
PROPOSED EL = 353.0
REMOVE TO EL = 340.0
PROPOSED EL = 353.0
PROPOSED EL = 352.5
REMOVE TO EL = 335.0
REMOVE TO EL = 340.00
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 40'
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 40'
0 40' 80'
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 40'
0 40' 80'
S T L
O U
IS
D
IS
T R
IC
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S T L
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M
IS
S O
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C H
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340 340
330 33
360360
360360
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00
E L E
V A
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N
E L E
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N
STATION
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P L
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D E
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IDENTIFICATION
SHEET
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G W
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0 30' 60'HORIZONTAL SCALE 1" = 30'
GENERAL SURVEY NOTES
COLLECTED OCTOBER 22, 2018
EXISTING CONTOURS ARE BASED ON A MULTIBEAM SURVEY F
L O
W
E = 1052123.07
N = 721340.45
POB STA = 0+00.00
E = 1052271.42
N = 721557.49
STA = 2+62.90
BEGIN STRUCTURE E = 1052464.02
N = 721839.24
STA = 6+04.18
END STRUCTURE
E = 1052518.09
N = 721918.34
POE STA = 7+00.00
PROPOSED EL = 352.5
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 30'
S T L
O U
IS
D
IS
T R
IC
T
S T L
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M
IS
S O
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A R
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F E
N G
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W A
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A C
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D
G O
R D
O N P .E
DIKE 99.8 R PLAN VIEW
DIKE 99.8 R PROFILE VIEW
345 345
360360
360360
0+00 1+00 2+00 3+00 4+00 5+00
E L E
V A
T
IO
N
E L E
V A
T
IO
N
STATION
S O
L
IC
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A T
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N N
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F
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A M
E
D W
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C K
D B
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D E
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C A
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P L
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D A
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D E
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N
C O
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IDENTIFICATION
SHEET
D A
T E
A P
P R
A1
S I
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:1
D L
A
-1
P
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C-111
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F
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G W
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C .T
A B
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R E
D R
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K L
A N
D
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G P
H
N
HORIZONTAL SCALE 1" = 30' 0 30' 60'
C1
GENERAL SURVEY NOTES
COLLECTED OCTOBER 22, 2018
EXISTING CONTOURS ARE BASED ON A MULTIBEAM SURVEY F
L O
W
E = 1053415.37
N = 721420.91
STA = 4+31.82
END STRUCTURE
E = 1053454.40
N = 721476.82
POE STA = 5+00.00
PROPOSED EL = 352.5
SCALED 5 TIMES VERTICALLY
HORIZONTAL SCALE 1" = 30'
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
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M
IS
S O
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U .S
A R
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F E
N G
IN
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R S
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W A
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A C
E
D
G O
R D
O N P .E
E = 1053168.19
N = 721066.84
POB STA = 0+00.00
E = 1053190.01
N = 721098.09
STA = 0+38.11
BEGIN STRUCTURE
DIKE 99.6 R PROFILE VIEW
DIKE 99.6 R PLAN VIEW
REF SECTION 32 22 73
GRADED A-STONE
DIKE DESIGN EL
DIKE DESIGN EL
REF SECTION 32 22 73
GRADED A-STONE
EXISTING BANKLINE
ELEVATION WHICHEVER IS LOWER
HIGH BANK - OR REVETMENT DESIGN
REF SECTION 32 22 73
GRADED A-STONE
WHICHEVER IS LOWER
OR REVETMENT DESIGN ELEVATION,
REVETMENT LIMIT - TOP OF HIGH BANK
DESIGN ELEVATION, WHICHEVER IS LOWER
REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT
REVETMENT
ELEVATION. WHICHEVER IS LOWER.
TOP OF HIGH BANK, OR REVETMENT DESIGN
DIKE CENTERLINE
REF SECTION 32 22 73
GRADED A-STONE
DESIGN ELEVATION, WHICHEVER IS LOWER
REVETMENT LIMIT - TOP OF HIGH BANK OR REVETMENT
REF SECTION 32 22 73
GRADED A-STONE
REF SECTION 32 22 73
GRADED C-STONE
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
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F
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E N
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S
IZ
E
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D B
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P L
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C A
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P L
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A T
E
D A
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M A
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D E
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N
C O
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IDENTIFICATION
SHEET
D A
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A P
P R
N
S I
D
:1
S T L
O U
IS
D
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T R
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S T L
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M
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S O
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U .S
A R
M Y C
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P S O
F E
N G
IN
E E
R S
D L
A M
M
1.5
A3
TYPICAL DIKE SECTION
SCALE: NTS
EXISTING GRADE
6'
1.5
A1 SCALE: NTS
1.5
DIKE DESIGN LENGTH
B3
TYPICAL DIKE PROFILE
SCALE: NTS
HIGH BANK
SLOPE VARIES
M
IN
C1
TYPICAL REVETMENT SECTION - STONE BLANKET
SCALE: NTS
SLOPE VARIES
HIGH BANK
1.5
3'
B1
TYPICAL REVETMENT SECTION - CAVING BANK
SCALE: NTS
F L
O W
C3
TYPICAL DIKE PLAN
SCALE: NTS
B A
N K
L
IN
E
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
T Y
P
IC
A L S
E C
T
IO
-3
T
Y P .d
SLOPE VARIES
HIGH BANK
1.5
3'
EXISTING GRADE
75'
TYPICAL GRADUAL SLOPED REVETMENT SECTION
W P
B
F Y
R
E G
U L
A T
IN
G W
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K S
C .T
A B
B E
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W A
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A
E
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