Ft Leavenworth Flood Repairs_Drawings_RTA6Aug2020_VOL2.pdf
PDF 23 MB Posted
- Attached to
- Ft. Leavenworth Flood Repairs-Construction
- Solicitation number
- W912DQ-20-R-4021
About this file
This document provides details for a federal contract opportunity issued by the U.S. Army Corps of Engineers, Kansas City District. The requirement is for flood repair work located at Fort Leavenworth, Kansas through a firm fixed price design-bid-build contract. The scope of work includes repairing civil infrastructure damages to levees from high-water events in Spring 2019. Specific repairs listed are to flood control structures, channel linings, culverts, flood gates, bypass pumps, levee culverts, overtopping structures, erosion on levees, weir gates, pump houses, pumps, and sediment removal and grading. The solicitation number is W912DQ-20-R-4021 for the project named "Ft. Leavenworth Flood Repairs-Construction." The opportunity is unrestricted and open to both small and large businesses.
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STATION 11+00
RR
R/W
STATION 12+00
RR
R/W
STATION 13+00
RR
R/W
STATION 14+00
RR
R/W
STATION 15+00
RR
R/W
STATION 16+00
RR
R/W
O f f s e t
E l e v
O f f s e t
E l e
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E l e
O f f s e t
E l e
O f f s e t
E l e
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O f f s e t
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O f f s e t
E l e
O f f s e t
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O f f s e t
E l e
O f f s e t
E l e
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
L I C
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US Army Corps of Engineers
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FINAL SUBMITTAL
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CG331
Q U
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STATION 17+00
R/W
STATION 18+00
RR
R/W
STATION 19+00
RR
R/W
STATION 20+00
RR
R/W
STATION 21+00
RR
R/W
STATION 22+00
RR
R/W
O f f s e t
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O f f s e t
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O f f s e t
E l e
O f f s e t
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O f f s e t
E l e
O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
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US Army Corps of Engineers
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Q U
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A
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STATION 23+00
R/W
STATION 24+00
RR
R/W
STATION 25+00
RR
R/W
STATION 26+00
RR
R/W
STATION 27+00
RR
R/W
STATION 28+00
RR
R/W
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
E l e
O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
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US Army Corps of Engineers
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CG333
Q U
A R
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A
N N
O
C
T I O
N S
S T
A
S
T A
STATION 29+00
R/W
STATION 30+00
RR
R/W
STATION 31+00
RR
R/W
STATION 32+00
RR
R/W
STATION 33+00
RR
R/W
STATION 34+00
RR
R/W
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
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O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
AIRFIELD SIDE RAILROAD SIDE AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDEAIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
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N
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I S
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SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
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C
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A N
S I
D
T B
D
W D
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W O
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T I O
N S
S T
A
T
O
S
T A
STATION 35+00
R/W
STATION 40+00
STATION 36+00
RR
R/W
STATION 37+00
RR
R/W
STATION 38+00
STATION 39+00
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
0.00% 0.00%
0.00%
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
L I C
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I O
N
N
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D E
S I G
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D
B
Y
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US Army Corps of Engineers
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A N
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O
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STATION 41+00
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0.00% 0.00%
0.00%
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
O f f s e t
E l e
AIRFIELD SIDE RAILROAD SIDE
AIRFIELD SIDE RAILROAD SIDE
BID OPT CLIN 0009
S O
L I C
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I O
N
N
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B
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N
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B
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I S
S U
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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
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C
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E
N G
I N
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A N
S I
D
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D
W D
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A
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O
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STATION 1+00
STATION 2+00
STATION 3+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%2.0%
O F
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V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
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R K
S I Z
E
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D
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Y
D A
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SHEET ID
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US Army Corps of Engineers
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C R
O S
S
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E C
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O R
A
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V
STATION 4+00
STATION 5+00
STATION 6+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
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-2.0% -2.0%
O F
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O F
E L
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O F
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O F
E L
E V
O F
E L
E V
O F
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2.0% -2.0%
O F
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O F
E L
E V
O F
E L
E V
O F
E L
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O F
E L
E V
O F
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-2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
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B
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N
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I S
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SHEET ID
B
C
D
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F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U S
A
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I N
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A N
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C R
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S
S
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T I O
O R
A
D
L E
V
STATION 7+00
STATION 8+00
STATION 9+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:53am
CG343
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 10+00
STATION 11+00
STATION 12+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
1-
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG344
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 13+00
STATION 14+00
STATION 15+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG345
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 16+00
STATION 17+00
STATION 18+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG346
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 19+00
STATION 20+00
STATION 21+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG347
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 22+00
STATION 23+00
STATION 24+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%-2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG348
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 25+00
STATION 26+00
STATION 27+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG349
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 28+00
STATION 29+00
STATION 30+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0% -2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0% -2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG350
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 31+00
STATION 32+00
STATION 33+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0% -2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0%2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0%-2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG351
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 34+00
STATION 35+00
STATION 36+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0% -2.0%
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG352
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 37+00
STATION 38+00
STATION 39+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0%-2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
2.0% -2.0%
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
O F
E L
E V
-2.0%2.0%
O F
F
E L
V
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG353
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
STATION 40+00
STATION 41+00
STATION 42+00
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE FLOOD SIDE
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
-2.0%2.0%
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
O F
E L E
V
2.0% -2.0%
O F
F
E L E
O F
F
E L E
O F
F
E L E
O F
F
E L E
O F
F
E L E
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_CG340.dwg Jul 29, 2020 - 11:54am
CG354
C R
O S
S
S
E C
T I O
O R
A
D
L E
V
ALIGNMENT: LEVEE-MAIN
NUMBER
L1
C1
L2
C2
L3
C3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
C4
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
C14
L37
L38
L39
C16
L40
C17
L41
L42
L43
L44
L45
L46
L47
C18
L48
C19
L49
L50
L51
L52
L53
L54
STATION
0+00.00
0+13.49
0+46.27
0+81.89
1+13.56
2+39.03
4+41.28
9+95.93
12+97.89
15+48.97
19+40.60
20+97.98
21+81.60
22+98.27
24+95.61
26+57.20
29+56.79
31+28.42
33+53.80
36+00.76
37+34.45
40+83.57
44+31.83
50+69.83
53+63.48
55+14.30
57+34.22
59+62.37
61+26.58
63+46.71
65+66.81
68+66.88
70+86.02
73+82.58
75+97.48
77+10.52
79+92.10
81+35.38
83+97.90
86+58.76
88+45.94
90+31.68
93+30.69
95+99.54
98+13.66
98+27.02
99+04.03
100+94.29
102+63.02
105+94.47
108+17.81
109+12.84
110+16.38
111+29.04
111+83.31
112+21.10
114+26.98
117+09.75
117+77.39
119+81.64
124+84.54
127+57.23
129+21.90
DELTA
9° 23' 30"
9° 04' 20"
36° 54' 20"
42° 09' 10"
51° 39' 30"
3° 49' 40"
34° 23' 20"
10° 49' 30"
2° 03' 40"
LENGTH
13.49'
32.78'
35.61'
31.67'
125.48'
202.25'
554.64'
301.96'
251.09'
391.62'
157.38'
83.63'
116.66'
197.34'
161.59'
299.60'
171.62'
225.38'
246.96'
133.69'
349.12'
348.26'
637.99'
293.66'
150.82'
219.92'
228.15'
164.21'
220.13'
220.10'
300.06'
219.15'
296.55'
214.90'
113.05'
281.58'
143.28'
262.52'
260.86'
187.19'
185.73'
299.02'
268.85'
214.12'
13.36'
77.02'
190.26'
168.73'
331.44'
223.35'
95.02'
103.55'
112.65'
54.28'
37.79'
205.88'
282.78'
67.64'
204.25'
502.90'
272.69'
164.67'
109.83'
RADIUS
200.00'
200.00'
314.00'
205.00'
206.00'
200.00'
317.00'
200.00'
7866.00'
NORTHING
395132.63
395137.21
395145.76
395152.22
395160.39
395202.32
395206.01
395040.26
394952.22
394868.80
394748.84
394707.26
394684.59
394650.70
394600.91
394562.79
394486.93
394443.57
394386.17
394325.43
394296.88
394241.28
394191.07
394097.33
394053.76
393980.91
393810.76
393634.58
393509.33
393339.14
393171.04
392939.12
392770.65
392541.58
392375.68
392290.16
392072.62
391961.30
391758.79
391558.43
391413.77
391239.27
390947.08
390683.74
390474.25
390461.28
390387.16
390229.89
390121.77
389904.91
389758.97
389696.58
389621.78
389535.39
389490.51
389461.45
389315.96
389119.78
389073.74
388924.71
388560.60
388356.64
388230.10
EASTING
2181255.40
2181268.09
2181299.70
2181334.72
2181365.28
2181483.55
2181682.29
2182211.59
2182500.43
2182737.25
2183110.05
2183261.84
2183342.33
2183453.97
2183644.92
2183801.95
2184091.79
2184257.84
2184475.79
2184715.17
2184845.77
2185190.44
2185535.06
2186166.13
2186456.53
2186584.72
2186724.05
2186869.02
2186975.21
2187114.83
2187256.91
2187447.31
2187587.46
2187775.80
2187912.40
2187986.33
2188165.11
2188255.31
2188422.36
2188589.41
2188708.20
2188750.30
2188686.78
2188632.64
2188588.37
2188585.18
2188564.26
2188462.31
2188332.78
2188082.12
2187913.06
2187841.38
2187769.78
2187697.48
2187666.96
2187642.90
2187497.23
2187293.59
2187244.05
2187104.38
2186757.49
2186576.49
2186471.12
LINE/CHORD DIRECTION
N70° 09' 49.82"E
N74° 51' 33.19"E
N79° 33' 16.55"E
N75° 01' 06.80"E
N70° 28' 57.05"E
N88° 56' 06.05"E
S72° 36' 44.96"E
S73° 02' 50.56"E
S70° 35' 47.61"E
S72° 09' 44.09"E
S74° 40' 48.67"E
S74° 16' 24.61"E
S73° 06' 49.00"E
S75° 23' 00.31"E
S76° 21' 25.88"E
S75° 19' 56.77"E
S75° 21' 52.27"E
S75° 14' 45.66"E
S75° 45' 45.89"E
S77° 40' 03.61"E
S80° 50' 09.29"E
S81° 42' 39.55"E
S81° 33' 04.20"E
S81° 27' 58.98"E
S60° 23' 24.57"E
S39° 18' 50.16"E
S39° 26' 56.88"E
S40° 17' 25.41"E
S39° 22' 01.32"E
S40° 12' 07.59"E
S39° 23' 09.45"E
S39° 45' 27.18"E
S39° 25' 39.53"E
S39° 28' 00.37"E
S40° 50' 27.84"E
S39° 24' 50.99"E
S39° 01' 00.10"E
S39° 31' 08.23"E
S39° 49' 11.46"E
S39° 23' 33.94"E
S13° 33' 49.40"E
S12° 15' 55.14"W
S11° 37' 02.22"W
S11° 55' 52.91"W
S13° 50' 41.72"W
S15° 45' 30.53"W
S32° 57' 10.13"W
S50° 08' 49.73"W
S49° 08' 07.81"W
S49° 11' 52.08"W
S48° 57' 44.03"W
S43° 45' 09.77"W
S39° 55' 24.77"W
S34° 12' 45.34"W
S39° 37' 30.13"W
S45° 02' 14.92"W
S46° 04' 02.46"W
S47° 05' 50.00"W
S43° 08' 40.01"W
S43° 36' 42.02"W
S41° 35' 19.78"W
S39° 46' 53.91"W
S38° 34' 38.06"W
ALIGNMENT: LEVEE-MAIN
NUMBER
L55
L56
L57
L58
L59
L60
L61
L62
C22
L63
C23
L64
L65
L66
L67
C24
L68
L69
STATION
130+31.73
133+15.18
134+39.29
135+37.80
137+19.49
138+48.23
139+69.77
142+16.32
144+48.79
146+92.36
147+66.59
151+32.50
151+77.14
152+53.91
153+86.59
155+10.70
155+69.48
156+56.71
DELTA
58° 23' 30"
91° 33' 10"
16° 50' 30"
LENGTH
283.45'
124.10'
98.51'
181.70'
128.74'
121.54'
246.56'
232.46'
243.57'
74.23'
365.91'
44.64'
76.77'
132.68'
124.11'
58.79'
87.23'
228.29'
RADIUS
239.00'
229.00'
200.00'
NORTHING
388144.23
387926.60
387826.48
387747.97
387595.22
387486.48
387377.92
387159.19
386951.79
386821.55
386815.39
387030.78
387075.36
387152.04
387284.66
387408.77
387466.68
387550.06
EASTING
2186402.63
2186221.03
2186147.69
2186088.19
2185989.80
2185920.89
2185866.23
2185752.45
2185647.46
2185454.06
2185380.09
2185132.44
2185129.94
2185126.28
2185122.45
2185121.95
2185113.14
2185087.53
LINE/CHORD DIRECTION
S39° 50' 33.04"W
S36° 13' 32.16"W
S37° 09' 12.06"W
S32° 47' 13.59"W
S32° 21' 57.61"W
S26° 43' 22.48"W
S27° 28' 59.76"W
S26° 50' 53.25"W
S56° 02' 38.45"W
S85° 14' 23.65"W
N48° 59' 03.22"W
N03° 12' 30.09"W
N02° 43' 56.90"W
N01° 39' 21.41"W
N00° 13' 53.45"W
N08° 39' 08.09"W
N17° 04' 22.72"W
N15° 11' 54.33"W
ALIGNMENT: CHIEF JOSEPH STREET
NUMBER
L100
STATION
0+00.00
DELTA LENGTH
243.32'
RADIUS NORTHING
387326.74
EASTING
2184878.95
LINE/CHORD DIRECTION
N89° 30' 46.69"E
ALIGNMENT: NORTH ROAD
NUMBER
L110
C110
L111
C111
L116
L117
L118
L115
L112
C112
L113
C113
L121
L122
C114
L114
C115
L120
C116
L119
STATION
0+00.00
0+50.98
1+00.31
1+40.60
1+55.30
10+31.50
14+47.89
19+91.93
24+48.55
25+76.01
26+84.61
27+88.05
29+45.55
31+60.62
34+26.72
34+37.55
37+50.23
37+84.03
41+72.89
42+39.36
DELTA
14° 08' 00"
4° 12' 40"
9° 43' 20"
13° 45' 20"
3° 06' 10"
9° 41' 00"
76° 10' 20"
LENGTH
50.98'
49.34'
40.29'
14.70'
876.20'
416.39'
544.03'
456.62'
127.47'
108.60'
103.43'
157.50'
215.07'
266.10'
10.83'
312.68'
33.80'
388.86'
66.47'
28.94'
RADIUS
200.00'
200.00'
640.00'
656.00'
200.00'
200.00'
50.00'
NORTHING
395183.57
395135.69
395091.90
395058.59
395046.14
394287.38
393926.83
393456.97
393061.75
392951.94
392854.16
392757.47
392618.32
392441.18
392221.66
392212.57
391945.44
391915.21
391553.73
391494.58
EASTING
2181430.66
2181448.17
2181470.62
2181493.28
2181501.09
2181939.27
2182147.58
2182421.80
2182650.50
2182715.23
2182762.19
2182798.91
2182871.89
2182993.86
2183144.26
2183150.14
2183312.65
2183327.69
2183471.03
2183453.56
LINE/CHORD DIRECTION
S20° 05' 03.20"E
S27° 09' 03.65"E
S34° 13' 04.11"E
S32° 06' 43.30"E
S30° 00' 22.50"E
S30° 01' 03.21"E
S30° 16' 07.58"E
S30° 03' 19.79"E
S30° 31' 04.66"E
S25° 39' 24.26"E
S20° 47' 43.87"E
S27° 40' 25.03"E
S34° 33' 06.18"E
S34° 24' 58.63"E
S32° 51' 53.73"E
S31° 18' 48.84"E
S26° 28' 18.35"E
S21° 37' 47.85"E
S16° 27' 24.06"W
S54° 32' 35.97"W
ALIGNMENT: QUARRY CREEK CHANNEL
NUMBER
L200
L201
L202
L203
L204
L205
L206
L207
L208
L209
L210
L211
L212
L213
L214
L215
L216
L240
L217
L223
L224
L219
L234
L235
L225
L226
L227
L222
L228
L229
L230
L218
L231
L220
L236
L221
L238
L239
L237
L232
STATION
-9+50.00
-7+42.52
-6+82.19
-6+30.32
-5+87.33
-5+32.97
-4+94.32
-4+49.80
-3+81.58
-3+27.84
-2+94.37
-2+44.58
-1+99.42
-1+20.42
-0+89.04
-0+55.26
0+49.49
0+69.04
1+01.29
1+63.72
2+27.72
2+77.52
3+75.70
5+20.69
7+03.13
9+20.04
10+39.06
12+78.76
14+32.60
16+26.58
17+90.63
19+52.66
20+94.62
22+82.56
24+25.46
25+57.36
28+33.32
29+35.14
30+36.81
31+77.50
DELTA LENGTH
207.48'
60.33'
51.87'
42.99'
54.37'
38.64'
44.52'
68.22'
53.74'
33.47'
49.79'
45.17'
79.00'
31.38'
33.78'
104.74'
19.55'
32.25'
62.43'
64.01'
49.79'
98.18'
145.00'
182.43'
216.92'
119.02'
239.70'
153.84'
193.98'
164.05'
162.03'
141.96'
187.94'
142.90'
131.90'
275.96'
101.82'
101.67'
140.69'
91.32'
RADIUS NORTHING
391264.34
391089.38
391038.53
390994.88
390958.61
390912.82
390880.23
390842.06
390783.69
390737.22
390708.33
390665.47
390626.11
390556.94
390529.29
390499.49
390406.90
390389.60
390361.61
390305.78
390248.42
390203.80
390113.71
389979.29
389808.63
389604.68
389491.59
389262.66
389114.84
388928.41
388770.92
388615.61
388479.53
388299.17
388161.85
388034.61
387768.33
387670.04
387571.26
387432.67
EASTING
2183618.02
2183729.54
2183762.02
2183790.04
2183813.11
2183842.41
2183863.18
2183886.10
2183921.43
2183948.40
2183965.30
2183990.63
2184012.78
2184050.96
2184065.78
2184081.69
2184130.68
2184139.79
2184155.80
2184183.74
2184212.15
2184234.24
2184273.28
2184327.64
2184392.09
2184465.98
2184503.09
2184574.10
2184616.72
2184670.34
2184716.26
2184762.44
2184802.88
2184855.69
2184895.25
2184929.98
2185002.43
2185028.99
2185053.08
2185077.33
LINE/CHORD DIRECTION
S32° 30' 46.13"E
S32° 34' 22.59"E
S32° 41' 26.72"E
S32° 27' 36.29"E
S32° 36' 50.28"E
S32° 30' 42.69"E
S30° 58' 40.99"E
S31° 11' 18.61"E
S30° 07' 48.66"E
S30° 20' 08.05"E
S30° 34' 48.15"E
S29° 22' 06.26"E
S28° 53' 50.28"E
S28° 11' 36.58"E
S28° 05' 46.81"E
S27° 52' 51.67"E
S27° 47' 48.28"E
S29° 45' 06.55"E
S26° 35' 29.06"E
S26° 20' 33.77"E
S26° 20' 33.77"E
S23° 25' 45.63"E
S22° 01' 06.67"E
S20° 41' 24.90"E
S19° 54' 49.76"E
S18° 09' 59.18"E
S17° 14' 02.80"E
S16° 05' 00.87"E
S16° 02' 44.20"E
S16° 15' 17.23"E
S16° 33' 42.27"E
S16° 32' 49.45"E
S16° 19' 17.71"E
S16° 04' 12.22"E
S15° 16' 02.95"E
S15° 13' 12.12"E
S15° 07' 31.12"E
S13° 42' 19.32"E
S09° 55' 26.12"E
S00° 23' 40.24"E
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FINAL SUBMITTAL
LEAVENWORTH_C-601.dwg Jul 29, 2020 - 12:36pm
C-601
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ALIGNMENT: CHANNEL 1
NUMBER
L300
L301
L302
STATION
0+00.00
6+97.18
9+87.87
DELTA LENGTH
697.18'
290.70'
93.94'
RADIUS NORTHING
393573.55
393118.53
392867.39
EASTING
2183013.31
2183541.52
2183687.93
LINE/CHORD DIRECTION
S49° 15' 24.99"E
S30° 14' 29.98"E
S24° 18' 05.81"E
ALIGNMENT: CHANNEL 2
NUMBER
L303
STATION
0+00.00
DELTA LENGTH
877.12'
RADIUS NORTHING
392780.99
EASTING
2183726.95
LINE/CHORD DIRECTION
S23° 17' 19.07"E
ALIGNMENT: CHANNEL 3
NUMBER
L304
L305
STATION
0+00.00
6+87.20
DELTA LENGTH
687.20'
669.85'
RADIUS NORTHING
391966.21
391344.98
EASTING
2184078.20
2184372.00
LINE/CHORD DIRECTION
S25° 18' 39.91"E
S20° 57' 14.80"E
ALIGNMENT: CHANNEL 4
NUMBER
L308
C300
L310
C301
L311
C302
L312
L306
C303
L307
L309
STATION
0+00.00
0+35.56
0+35.87
1+56.56
2+44.04
6+56.41
10+15.55
17+21.98
18+87.34
21+67.18
22+17.07
DELTA
1° 30' 50"
17° 02' 50"
23° 55' 40"
32° 04' 00"
LENGTH
35.56'
0.32'
120.69'
87.48'
412.37'
359.15'
706.42'
165.36'
279.84'
49.89'
298.17'
RADIUS
12.00'
294.00'
860.00'
500.00'
NORTHING
390701.75
390668.53
390668.23
390554.35
390468.74
390056.71
389711.15
389077.42
388934.86
388744.67
388721.64
EASTING
2184618.95
2184631.61
2184631.72
2184671.69
2184688.05
2184704.56
2184792.37
2185104.50
2185188.30
2185388.58
2185432.84
LINE/CHORD DIRECTION
S20° 51' 22.17"E
S20° 05' 57.83"E
S19° 20' 33.50"E
S10° 49' 06.07"E
S02° 17' 38.64"E
S14° 15' 28.09"E
S26° 13' 17.54"E
S30° 26' 48.74"E
S46° 28' 49.79"E
S62° 30' 50.84"E
S62° 14' 52.87"E
ALIGNMENT: CHANNEL 5
NUMBER
L313
C304
L314
L315
L316
L317
L318
C306
L319
C305
L339
L342
STATION
0+00.00
0+29.07
0+61.91
0+95.42
3+97.76
4+71.76
5+68.29
6+07.01
6+36.87
6+50.79
18+28.47
20+60.73
DELTA
26° 29' 50"
19° 53' 40"
87° 03' 40"
LENGTH
29.07'
32.84'
33.51'
302.34'
74.01'
96.52'
38.72'
29.86'
13.92'
57.74'
64.19'
23.41'
RADIUS
71.00'
86.00'
38.00'
NORTHING
388582.80
388568.60
388546.61
388518.91
388276.45
388218.73
388140.02
388106.26
388083.26
388074.17
387069.03
386961.51
EASTING
2185696.72
2185722.08
2185746.08
2185764.94
2185945.55
2185991.87
2186047.74
2186066.71
2186085.51
2186096.06
2185520.09
2185337.62
LINE/CHORD DIRECTION
S60° 45' 17.03"E
S47° 30' 21.08"E
S34° 15' 25.13"E
S36° 40' 51.49"E
S38° 45' 04.77"E
S35° 22' 02.45"E
S29° 19' 42.36"E
S39° 16' 30.25"E
S49° 13' 18.14"E
S05° 41' 29.38"E
S29° 19' 48.31"W
S33° 33' 20.10"W
ALIGNMENT: CHANNEL 6
NUMBER
L355
L356
L357
L358
L359
C307
L360
C308
L361
C309
L362
C310
L363
L366
L364
L365
STATION
0+00.00
2+42.86
7+81.16
11+96.09
15+67.44
20+14.37
21+64.90
25+73.65
28+80.76
31+29.56
31+89.45
35+65.14
37+11.85
39+70.42
47+63.23
49+82.10
DELTA
8° 37' 30"
17° 35' 50"
6° 51' 50"
8° 24' 20"
LENGTH
242.86'
538.30'
414.93'
371.34'
446.93'
150.53'
408.75'
307.11'
248.79'
59.89'
375.69'
146.71'
258.57'
792.82'
218.87'
52.34'
RADIUS
1000.00'
1000.00'
500.00'
1000.00'
NORTHING
393644.98
393426.50
392940.51
392574.17
392266.83
391875.05
391749.04
391424.29
391212.52
391069.77
391032.55
390781.77
390676.19
390477.30
389857.37
389698.50
EASTING
2184704.58
2184810.63
2185042.09
2185236.95
2185445.37
2185660.45
2185742.54
2185990.75
2186211.50
2186415.27
2186462.15
2186741.89
2186843.56
2187008.79
2187503.00
2187653.54
LINE/CHORD DIRECTION
S25° 53' 30.55"E
S25° 27' 59.75"E
S28° 00' 33.95"E
S34° 08' 32.90"E
S28° 45' 59.12"E
S33° 04' 43.80"E
S37° 23' 28.48"E
S46° 11' 21.77"E
S54° 59' 15.06"E
S51° 33' 21.15"E
S48° 07' 27.25"E
S43° 55' 16.47"E
S39° 43' 05.70"E
S38° 33' 43.48"E
S43° 27' 18.43"E
S45° 26' 25.10"E
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FINAL SUBMITTAL
LEAVENWORTH_C-602.dwg Jul 29, 2020 - 12:36pm
C-602
C H
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GENERAL NOTES:
STRUCTURAL DESIGN CRITERIA:
CONCRETE NOTES:
REINFORCING STEEL NOTES:
D > 12"
-1/8", +3/8"
SPECIFIED
COVER
1-1/2" OR
GREATER
D 12"
3/8"
3/4"
TOLERANCE
-1/8", +1/4"
SPECIFIED COVER
+ TOLERANCE
D
TOLERANCES APPLY ONLY AT LOCAL ANOMALIES.
SIZE CHAIRS AND SPACERS FOR SPECIFIED COVER.
-1/4", +3/8"1"
1/4"
-3/8", +1/2"
NOTE:
STRUCTURAL STEEL NOTES:
DIAMETER OF BOLT HOLE DIAMETER
5/8" 7/8"
3/4" 1 1/16"
7/8" 1 3/16"
1" TO 2" BOLT DIA + 1/2"
OVER 2" BOLT DIA + 1"
1. ALL STEEL SHALL BE METAL PER SPECIFICATION SECTION 05 50 14, 05 50 15, OR 05
59 20 UNLESS NOTED ON PLANS OTHERWISE.
2. TO PREVENT CORROSION BY MOISTURE BETWEEN STEEL SURFACES IN CONTACT,
ALL SUCH CONTACTS EXPOSED TO WEATHER OR MOISTURE SHALL BE SEALED
WATERTIGHT BY RUNNING A CONTINUOUS 3/16" FILLET WELD ALONG ALL EDGES OF
THE CONTACT, UNLESS NOTED OTHERWISE
3. ALL WELDING SHALL BE ELECTRIC WELDING. WORKMANSHIP AND TECHNIQUE,
WHERE APPLICABLE, SHALL CONFORM TO THE AMERICAN WELDING SOCIETY
STRUCTURAL WELDING CODE, SEE SPECIFICATIONS.
4. WELD SYMBOLS SHOWN MAY NOT DISTINGUISH BETWEEN FIELD AND SHOP
WELDING. CONTRACTOR SHALL PROVIDE AS MUCH WELDING AS PRACTICAL IN THE
SHOP. CONTRACTOR'S SHOP DRAWINGS SHALL SHOW ALL WELDING AND
DISTINGUISH BETWEEN FIELD AND SHOP WELDING.
5. WHERE FILLET WELD SIZES ARE NOT NOTED ON DRAWINGS, PROVIDE MINIMUM SIZE
IN ACCORDANCE WITH AWS D1.1. ALL OTHER TYPE WELDS NOT SIZED ON
DRAWINGS SHALL DEVELOP FULL STRENGTH OF MEMBERS ATTACHED.
6. PROVIDE ACCESS HOLES AS NECESSARY FOR WELDS. ACCESS HOLES SHALL BE IN
ACCORDANCE WITH AWS D1.1, AND SHALL NOT JEOPARDIZE WATERTIGHTNESS FOR
WATER RETAINING STRUCTURES.
7. PROVIDE GALVANIZED FASTENERS FOR ALL BOLTED CONNECTIONS WHERE ONE OR
MORE MEMBERS OR ELEMENTS ARE GALVANIZED MATERIAL.
8. MISCELLANEOUS ANCHOR BOLTS, EXPANSION ANCHORS, ANCHOR RODS, AND
FASTENERS NOT INDICATED, BUT REQUIRED FOR ANCHORAGE OF EQUIPMENT AND
MATERIALS, SHALL BE PROVIDED AS RECOMMENDED BY MANUFACTURER OF ITEMS.
ANCHORAGE WILL BE SUBJECT TO REVIEW BY THE CONTRACTING OFFICER.
9. BOLT HOLES IN BASEPLATES SHALL BE SIZED AS FOLLOWS UNLESS INDICATED
OTHERWISE ON DRAWINGS:
A. USACE EM 1110-2-2100, STABILITY ANALYSIS OF CONCRETE STRUCTURES (01 DEC. 2005)
B. USACE EM 1110-2-2104, STRENGTH DESIGN FOR REINFORCED CONCRETE HYDRAULIC
STRUCTURES (30 NOV. 2016).
C. USACE EM 1110-2-2502, RETAINING AND FLOOD WALLS (29 SEPT. 1989).
D. USACE EM 1110-2-3104 STRUCTURAL AND ARCHITECTURAL DESIGN OF PUMPING STATIONS (30
JUNE 1989).
E. USACE EM 1110-2-6053 EARTHQUAKE DESIGN AND EVALUATION OF CONCRETE HYDRAULIC
STRUCTURES (1 MAY 2007).
F. USACE EM 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES (30 JUNE 2014).
G. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2015; PUBLISHED BY INTERNATIONAL CODE
COUNCIL, INC.
H. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
I. ASCE 7-10, MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER
STRUCTURES.
J. ANSI/AISC 360-10, STEEL CONSTRUCTION MANUAL, 14TH EDITION.
K. AWS D1.1, STRUCTURAL WELDING CODE-STEEL.
L. ACI 350-06, CODE REQUIREMENTS FOR ENVIONMENTAL ENGINEERING CONCRETE STRUCTURES.
M. DESIGN CRITERIA
1. DEAD LOAD: ACTUAL TRIBUTARY STRUCTURE SELF-WEIGHTS, UNIT WEIGHTS
a. CONCRETE: 150 PCF
b. SOIL: 125 PCF
c. SUBMERGED SOIL: 125 PCF
d. WATER: 62.4 PCF
e. CANOPY: SELF WEIGHT + 10 PSF SUPERIMPOSED DEADLOAD/COLLATERAL
f. OPERATING EQUIPMENT:
PCP PANEL SEE PLANS
PUMP WEIGHTS (EACH) 4000 LBS
SLIDE GATE SEE PLANS
2. LIVE LOAD:
a. WALKWAYS, GRATING, PLATES: 150 PSF
b. CANOPY ROOF: 20 PSF
3. WIND LOAD:
a. BASIC WIND SPEED (ULTIMATE): 120 MPH
b. EXPOSURE: C
c. RISK CATEGORY: III
4. SEISMIC DESIGN CRITERIA IN ACCORDANCE WITH ASCE 7-10.
a. ABOVE GRADE STRUCTURES AND BELOW GRADE WATER
BEARING STRUCTURES
b. RISK CATEGORY: III
c. IMPORTANCE FACTOR, IE: 1.25
d. SPECTRAL RESPONSE ACCELERATION, SS: 0.109G
e. SPECTRAL RESPONSE ACCELERATION, S1: 0.060G
f. STRUCTURE SPECIFIC DESIGN CRITERIA:
SITE CLASS: D
SEISMIC DESIGN CATEGORY: B
SPECTRAL RESP. COEFFICIENT, SDS: 0.116G
SPECTRAL RESP. COEFFICIENT, SD1: 0.096G
5. SNOW LOAD
a. GROUND SNOW LOAD, PG: 20 PSF
b. FLAT ROOF SNOW LOAD, PF: 22 PSF
c. EXPOSURE FACTOR, CE: 1.0
d. IMPORTANCE FACTOR, IS: 1.1
e. THERMAL FACTOR, CT: 1.2
6. REQUIRED NET ALLOWABLE SOIL BEARING PRESSURE: 3000 PSF.
7. FROST DEPTH: 4.5 FEET
8. FLOOD CRITERIA: (DESIGN OF PUMP STATIONS-LANDSIDE OF LEVEE)
a. DESIGN FLOOD ELEVATION: 500-YEAR FLOOD
PUMP STATION #1: 777.80 FT
PUMP STATION #2: 778.42 FT
b. FLOOD OF RECORD ELEVATION: 1993 FLOOD
PUMP STATION #1: 779.40 FT (+/-)
PUMP STATION #2: 780.00 FT (+/-)
1. ALL CONTRACTORS AND DISCIPLINES WORKING IN THE AREA SHALL COORDINATE
CONSTRUCTION ACTIVITIES TO AVOID CONFLICTS.
2. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR ALL REINFORCING STEEL AND OTHER
MATERIALS DESCRIBED ON SPECIFICATIONS.
3. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION.
4. SLOPED EXCAVATIONS SHALL BE RESPONSIBILITY OF CONTRACTOR AND CONFORM TO OSHA
SAFETY REQUIREMENTS.
5. MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, CONTRACTING OFFICER, OTHER
CONTRACTORS AND EMERGENCY PERSONNEL DURING CONSTRUCTION.
1. CONCRETE COMPRESSIVE STRENGTH: MINIMUM (F’c) 4500 PSI AT 28 DAYS.
2. CONCRETE REINFORCING: (Fy) 60000 PSI
3. EXPOSED CONCRETE CORNER CHAMFER: 3/4" UNLESS SHOWN OTHERWISE.
4. ALL CONSTRUCTION JOINTS SHALL HAVE KEYWAYS UNLESS SHOWN OTHERWISE. KEYWAY
DIMENSIONS: DEPTH 1-1/2"; WIDTH ONE-THIRD OF MEMBER THICKNESS, UNLESS SHOWN
OTHERWISE.
5. CONSTRUCTION JOINT INTERFACES SHALL BE ROUGHENED TO 1/4" PROFILE TO ENSURE
POSITIVE BONDING OF NEW CONCRETE TO EXISTING STRUCTURE.
6. PROVIDE WATERSTOPS AT ALL CONSTRUCTION JOINTS. SECURE WATERSTOPS TO PREVENT
DISPLACEMENT OR FOLDING OVER DURING PLACEMENT OF CONCRETE. SECURE BY TYING WITH
WIRE TO REINFORCING STEEL OR OTHER APPROVED METHOD.
7. CONSTRUCTION JOINTS AS SHOWN MAY BE VARIED TO SUIT PLACING SEQUENCE PROVIDED THE
RELOCATION, ADDITION, OR DELETION OF CONSTRUCTION JOINTS IS APPROVED BY THE
CONTRACTING OFFICER PRIOR TO PREPARATION OF REINFORCING STEEL SHOP DRAWINGS.
8. CONCRETE IN VERTICAL COLUMNS OR WALLS SHALL BE IN PLACE A MINIMUM OF TWO HOURS, OR UNTIL CONCRETE IS NO LONGER PLASTIC, BEFORE CONCRETE IS PLACED FOR SLABS, BEAMS
OR GIRDERS SUPPORTED THEREON. REMOVE LAITANCE AND ROUGHEN SURFACE BEFORE
PLACING CONCRETE FOR HORIZONTAL SECTION.
9. PROVIDE SETTING TEMPLATES TO POSITION ANCHOR BOLTS PRIOR TO PLACING CONCRETE.
ACCURATELY POSITION BOLTS TO ASSURE CORRECT VERTICAL AND HORIZONTAL LOCATION TO
MATCH STEEL OR EQUIPMENT BOLT PATTERN.
10. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR
BOLTS, SHALL CONFORM TO PROJECT SPECIFICATIONS.
11. METAL EMBEDMENTS FOR ACCESS OPENINGS SHALL CONFORM TO MANUFACTURER’S
REQUIREMENTS AND RECOMMENDATIONS.
12. CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY
WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED.
13. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINT IN SLABS FOR AT LEAST 7 DAYS
AFTER SLAB IS PLACED. DO NOT PERFORM ANY OPERATIONS NEAR GROUND FLOOR SLAB
PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL
STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED.
14. CONSTRUCTION CRANE OR OTHER HEAVY ERECTION EQUIPMENT WILL NOT BE PERMITTED ON
SLABS. LOCATIONS OF CONSTRUCTION CRANES ON SITE ARE SUBJECT TO APPROVAL OF
CONTRACTING OFFICER.
15. FOUNDATION WALLS SHALL BE ADEQUATELY BRACED DURING CONSTRUCTION.
16. CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOTATION OF STRUCTURES DURING
CONSTRUCTION.
17. DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY
OWNER.
18. UNLESS NOTED OTHERWISE, DO NOT BACKFILL WALLS UNTIL TOP SLAB HAS BEEN INSTALLED
AND ALL CONCRETE HAS ATTAINED AT LEAST 85% OF DESIGN STRENGTH.
1. REINFORCING STEEL: ASTM A615, GRADE 60, DEFORMED.
2. MINIMUM CONCRETE CLEAR COVER FOR REINFORCING STEEL, UNLESS SHOWN OTHERWISE:
UNFORMED SURFACES IN CONTACT WITH FOUNDATION: 4"
MEMBERS 24" AND GREATER IN THICKNESS: 4"
MEMBERS GREATER THAN 12" AND LESS THAN 24" IN THICKNESS: 3"
MEMBERS 12" OR LESS IN THICKNESS: IN ACCORDANCE WITH ACI CODE 318.
IN NO CASE SHALL THE CONCRETE COVER BE LESS THAN 1.5 TIMES THE NOMINAL MAXIMUM
SIZE OF AGGREGATE, OR 2.5 TIMES THE MAXIMUM DIAMETER OF REBAR.
3. ALL REINFORCING STEEL DETAILS SHALL CONFORM TO ACI 318-14 REQUIREMENTS FOR
SEISMIC DESIGN CATEGORY B CONCRETE STRUCTURES.
4. REINFORCING STEEL SHALL BE CONTINUOUS AROUND ALL CORNERS AND THROUGH ALL
CONSTRUCTION JOINTS, UNLESS SHOWN OTHERWISE.
5. SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; COORDINATE
PLACEMENT OF ADDITIONAL STEEL WITH CONTRACTING OFFICER.
6. WHERE ADHESIVE ANCHORS WILL BE USED, COORDINATE REBAR SPACING AND LOCATION TO
PREVENT CONFLICT WHEN ANCHORS ARE INSTALLED.
7. TERMINATE ALL REINFORCING STEEL AT EXPANSION AND ISOLATION JOINTS UNLESS SHOWN
OTHERWISE.
8. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED.
9. LAP ALL #9 AND SMALLER BAR SPLICES. MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS
SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH
SHOWN IN THE FOLLOWING TABLE.
ABOVE TABLE IS BASED UPON fy = 60,000 PSI, CLASS B SPLICE, NORMAL WEIGHT CONCRETE, f'c = 4500 PSI, UNCOATED BARS AND FOLLOWING:
CLEAR SPACING OF BARS 4 BAR DIA AND COVER 2 BAR DIA
TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF
CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
STD HOOK EMBEDMENT LENGTHS DO NOT INCLUDE ANY MODIFICATION FACTORS
(TABLE 25.4.3.2 OF ACI 318-14)
10. LOCATE SPLICES WHERE SHOWN. WHERE NO SPLICES ARE SHOWN, TOP REINFORCING IN
SLABS AND BEAMS MAY BE SPLICED IN MIDDLE ONE-HALF OF SPAN BETWEEN SUPPORTS AND
BOTTOM REINFORCING MAY BE SPLICED OVER OR NEAR SUPPORTS.
11. REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY
CONTRACTING OFFICER.
12. FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH
MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE.
13. PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS
END OF SLABS UNLESS SHOWN OTHERWISE.
14. ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS
SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE
APPROVED BY CONTRACTING OFFICER.
15. PROVIDE REINFORCING BAR DOWELS IN FOOTINGS OF THE SAME NUMBER, SPACING AND SIZE
AS COLUMN, PIER, OR WALL REINFORCING UNLESS SHOWN OTHERWISE.
16. ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE.
PLACING BARS INTO WET CONCRETE IS PROHIBITED.
17. CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN FOLLOWING TOLERANCE RELATIVE TO
FORMED OR UNFORMED CONCRETE SURFACE:
10. GRATING OVER TOP SLAB OPENINGS SHALL BE MINIMUM 1 1/4" INCH THICK AND BE
ADEQUATE FOR A UNIFORM ALLOWABLE LIVE LOAD OF 150 PSF OR A
CONCENTRATED LOAD OF 2000 POUNDS. MATERIALS FOR GRATING SHALL BE
GALVANIZED STEEL. PROVIDE MISCELLANEOUS STEEL AS REQUIRED FOR SUPPORT
OF GRATING, CHECKERED PLATE, OR TRANSITION PLATE.
11. ALL WELD SYMBOLS PER AWS STANDARD A2.4:2007.
12. ALL STEEL FABRICATIONS SHALL BE HOT-DIPPED GALVANIZED AFTER
FABRICATIONS IN ACCORDANCE WITH ASTM A123, UNLESS NOTED OTHERWISE. NO
GALVANIZATION IS REQUIRED FOR TEMPORARY STEEL STRUCTURES, STEEL FULLY
EMBEDDED IN CONCRETE, AND CORROSION RESISTANT STEEL(CRS).
13. TRASH RACKS ARE DESIGNED FOR CORROSION ALLOWANCE OF 1/16 INCH, EACH
SIDE.
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W D
Q R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A V
E N
W O
R T
H
K
S
F O
A V
E N
W O
R T
H
F O
A V
E N
W O
R T
H
F
L O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-001.dwg Jul 29, 2020 - 1:23pm
S-001
S T
R U
C T
U R
T
E S
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
T
Y P
T
Y P
4'-11"
22'-0"
1'-0"
(TYP)
2'-6"
(TYP)
EL. 755.50
EL. 757.50
EL. 758.00
BLOCKOUT IN SLAB FOR
SLUICE GATE EMBEDDED
PARTS. COORDINATE W/
GATE MANUFACTURER
FOR EXACT DIMENSIONS
U
P P
A
B
L
O W
A
B
SLUICE GATE
OPENING IN WALL
48"H X 96"W (TYP)
OPENING IN
BAFFLE SLAB (TYP)
1'-6"
(TYP)
1'-6"
(TYP)
24'-0"
SUMP PIT
2'-0" X 2'-0"
D1
S-301
D7
S-301
A1
S-301
3'-0"
ACCESS
STEPS
(TYP)
#7@6" CORNER BARS EACH FACE, IN
ADDITION TO WALL REINFORCING
SHOWN ON DWGS S-301 AND S-302
(TYP EACH CORNER)
C
E
N I N
G
F O
R
T
R A
C
K
KEYED JOINT WITH
WATERSTOP (TYP)
BAFFLE WALL
T
Y P
T
Y P
T
Y P
4'-11" (TYP)
U
P P
A
B
L O
W E
R
S
L A
B
15'-0"
1'-0"
(TYP)
EL. 755.50
EL. 757.50
EL. 758.00
BLOCKOUT IN SLAB FOR
SLUICE GATE EMBEDDED
PARTS. COORDINATE W/
GATE MANUFACTURER
FOR EXACT DIMENSIONS
1'-6"
(TYP)
1'-6"
(TYP)
17'-0"
SUMP PIT
2'-0" X 2'-0"
SLUICE GATE
OPENING IN WALL
48"H X 72"W (TYP)
OPENING IN
BAFFLE SLAB (TYP)
D1
S-302
D7
S-302
A1
S-302
ACCESS
STEPS
(TYP)
#7@6" CORNER BARS EACH FACE, IN
ADDITION TO WALL REINFORCING
SHOWN ON DWGS S-301 AND S-302
(TYP EACH CORNER)
3'-0"
KEYED JOINT WITH
WATERSTOP (TYP)
BAFFLE WALL
C
E
N I N
G
F O
R
T
R A
C
K
T
Y P
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W
D Q
R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A
V E
N W
O R
T H
K
S
F O
A
V E
N W
O R
T H
F O
A
V E
N W
O R
O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-102.dwg Jul 29, 2020 - 1:23pm
S-102
S T
R U
C T
U R
U
N D
A T
I O
N
S
L A
B
P
L A
N
P U
M
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
S-102
S T
R U
C T
U R
U
N D
A T
I O
N
S
L A
B
P
L A
N
P U
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
0 4' 8'2' 0 4' 8'2'
N
N
A1
STRUCTURAL FOUNDATION PLAN - PUMP STATION #1
PLAN VIEW AT EL. 763.00
SCALE: 1/4"=1'-0"
A6
STRUCTURAL FOUNDATION PLAN - PUMP STATION #2
PLAN VIEW AT EL. 763.00
SCALE: 1/4"=1'-0"
T
Y P
T
Y P
A1
S-301
D1
S-301
2'-6"
4'-11"
D1
S-301
D7
S-301
(SEE NOTE 2)
T
E
12" EQUIPMENT
PAD FOR PCP
C
L E
E
N I N
G
F O
R
T
R A
S H
R A
C K
GALV GRATING WITH
ACCESS STEPS (TYP)
HOLE FOR 36" DIA PIPE
WITH EXPANSION JOINT
AND SEALANT
N
0 4' 8'2'
STRUCTURAL TOP SLAB PLAN - PUMP STATION #1
SCALE: 1/4"=1'-0"
A1
1'-6" (TYP)
1'-3" (TYP)
24'-0"
7'-0" 7'-0" 5'-0"
2'-6" 8'-0" 3'-0" 8'-0"
M I N
C L R
3'-2"
1'-6"
MIN
CLR
3" (TYP)
T
Y P
GALV GRATING FOR
SLUICE GATE
OPENING (TYP)
T
Y P
T
Y P
A1
S-302
D1
S-302
4'-11"
D1
S-302
D7
S-302
(SEE NOTE 2)
T
E
12" EQUIPMENT
PAD FOR PCP
C
L E
E
N I N
G
F O
R
T
R A
S H
R A
C K
GALV GRATING WITH
ACCESS STEPS (TYP)
HOLE FOR 36" DIA PIPE
WITH EXPANSION JOINT
AND SEALANT
N
0 4' 8'2'
STRUCTURAL TOP SLAB PLAN - PUMP STATION #2
SCALE: 1/4"=1'-0"
A6
17'-0"
7'-0" 5'-0"
1'-0"
6'-0" 3'-0" 6'-0"
1'-0"
3'-2"
M I N
C L R
1'-6"
MIN
CLR
T
Y P
1'-6" (TYP)
1'-3" (TYP)
3" (TYP)
GALV GRATING FOR
SLUICE GATE
OPENING (TYP)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W
D Q
R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A
V E
N W
O R
T H
K
S
F O
A
V E
N W
O R
T H
F O
A
V E
N W
O R
O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-103.dwg Jul 29, 2020 - 1:24pm
S-103
S T
R U
C T
U R
A
B
P
L A
N
P U
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
S-103
S T
R U
C T
U R
A
B
P
L A
N
P U
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
1. PUMP STATION TOP OF CONCRETE ELEVATION:
PUMP STATION #1 = 780.40
PUMP STATION #2 = 781.00
2. COORDINATE WITH SLUICE GATE MANUFACTURER FOR EXACT OPENING
SIZE REQUIRED FOR GATE REMOVAL.
3. CANOPY NOT SHOWN FOR CLARITY. SEE SHEET S-106 FOR CANOPY PLAN.
4. BASIS OF DESIGN WEIGHT OF SLUICE GATE:
PUMP STATION #1 (48"x96" GATE): 2250 LBS
PUMP STATION #2 (48"x72" GATE): 1250 LBS
5. BASIS OF DESIGN WEIGHT OF PUMP CONTROL PANEL (PCP):
PUMP STATION #1: 6000 LBS
PUMP STATION #2: 5200 LBS
6. PCP EQUIPMENT WEIGHT SHALL BE LIMITED TO A UNIFORM LOAD OF 150
PSF. COORDINATE EQUIPMENT PAD SIZE AND CONDUIT OPENING SIZES/
LOCATIONS WITH EQUIPMENT PROVIDED. PCP ANCHORAGE/MOUNTING
SHALL BE PER PCP MANUFACTURER REQUIREMENTS.
7. TOP SLAB DESIGN LIVE LOAD: 150 PSF
GENERAL SHEET NOTES:
TOC EL. 758.2
1'-0"
CJ (TYP)
1'-6"
2'-0"
TOC EL. 781.20
TOC EL. 758.2
C
2'-0" 2'-0"
L ACCESS STEP
ACCESS
STEP
1'-0"
CJ (TYP)
1'-6"
2'-0"
2'-6"
A4
A1
A4
A1
#5@12
#7@6
C
L R
C
L R
L A
P
S P
L I C
E
T
Y P
#6@12
EACH FACE
#6@12
EACH FACE
GRATING
#6@12
EACH FACE
#6@12
EACH FACE
10'-0"
#7@12
LEVEE SLOPE
L A
P
S P
L I C
E
T
Y P
INVERT EL. 775.60
DISCHARGE
PIPE
ACCESS STEPS
#7@8
FLOW
TOP OF ROAD EL. 780.20
TOP OF ROAD
EL. 780.20
FLAP GATE ANCHORED
TO WALL PER FLAP GATE
MANUFACTURER
RECOMMENDATIONS
2'-0" 2'-0" 1'-0"1'-0"
SLUICE GATE (TYP)
BASE SLAB
4'-6" 6'-0" 4'-6"
D4
D1
2'-0" 2'-0" 1'-0"1'-0"
SLUICE GATE (TYP)
BASE SLAB
4'-6" 6'-0" 4'-6"
D4
D1
C PIPE
L
C PIPE
L
#6@6 TYP.
#6@10
7'-0"
TYP.
15'-0"
D4
D4
D1
ACCESS STEP
TOP SLAB OF DISCHARGE
CHAMBER
2'-6"
3'-0" 4'-6" 4'-6" 3'-0"
OPENING FOR SLUICE GATE
STEM. SEE E1/S-503 FOR
SUPPORT FRAMING.
6'-0"4'-6" 4'-6"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W
D Q
R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A
V E
N W
O R
T H
K
S
F O
A
V E
N W
O R
T H
F O
A
V E
N W
O R
O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-104.dwg Jul 29, 2020 - 1:24pm
S-104
S T
R U
C T
U R
A
N
A
C
T I O
N S
D I S
C H
A R
G
A
M B
A
R
O B
E R
T S
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
1. SEE S-001 FOR CONCRETE, REINFORCING AND STEEL NOTES.
GENERAL SHEET NOTES:
A1
FOUNDATION PLAN
DISCHARGE CHAMBER #1
SCALE: 1/4"=1'-0"
A4
TOP PLAN
DISCHARGE CHAMBER #1
SCALE: 1/4"=1'-0"
D1
SECTION
DISCHARGE CHAMBER #1
SCALE: 1/4"=1'-0"
D4
SECTION
DISCHARGE CHAMBER #1
SCALE: 1/4"=1'-0"
NOTE:
1. REINFORCING SHOWN IS TYPICAL FOR BOTH WALLS
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
TOC EL. 781.70
A4
A1
A4
A1
CJ (TYP)
ACCESS
STEP
CJ (TYP)
24"
#5@12
#7@6
L A
P
S P
L I C
E
T
Y P
#6@12
EACH FACE
#6@12
EACH FACE
TOC EL. 758.9
C
L ACCESS STEP
2'-6"
GRATING
#6@12
EACH FACE
#6@12
EACH FACE
#7@12
LEVEE SLOPE
C
L R
2'-0" 10'-0" 2'-0"
1'-0" 13'-6" 1'-0"
1'-6"
L A
P
S P
L I C
E
T
Y P
1'-6"
2'-0"
DISCHARGE
PIPES
#7@8
FLOW
INV. EL. 776.10
TOP OF ROAD EL. 780.70
FLAP GATE ANCHORED
TO WALL PER FLAP GATE
MANUFACTURER
RECOMMENDATIONS
2'-0" 2'-0" 1'-0"1'-0"
SLUICE GATE (TYP)
BASE SLAB
2'-6" 4'-6" 2'-6"
D4
C PIPE
L
C PIPE
L
#6@10 W/STD
HOOKS
D1
#6@6 TYP.
WITH STD. HOOKS
#6@6 TYP.
4'-6"
(TYP)
#6@6 W/STD HOOKS
9'-6"
D4
2'-6"
ACCESS STEP
TOP SLAB OF DISCHARGE
CHAMBER
OPENING FOR SLUICE GATE STEM.
SEE E1/S-503 FOR SUPPORT
FRAMING
D1
4'-9"
4'-6"
2'-6" 2'-6"
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W
D Q
R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A
V E
N W
O R
T H
K
S
F O
A
V E
N W
O R
T H
F O
A
V E
N W
O R
O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-105.dwg Jul 29, 2020 - 1:24pm
S-105
S T
R U
C T
U R
A
N
A
C
T I O
N S
D I S
C H
A R
G
A
M B
A
R
O B
E R
T S
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
1. SEE S-001 FOR CONCRETE, REINFORCING AND STEEL NOTES.
GENERAL SHEET NOTES:
D1
SECTION - DISCHARGE CHAMBER #2
SCALE: 1/4"=1'-0"
D4
SECTION - DISCHARGE CHAMBER #2
SCALE: 1/4"=1'-0"
A1
FOUNDATION PLAN
DISCHARGE CHAMBER #2
SCALE: 1/4"=1'-0"
A4
TOP PLAN
DISCHARGE CHAMBER #2
SCALE: 1/4"=1'-0"
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 2' 4' 12'8'
NOTE:
1. REINFORCING SHOWN IS TYPICAL FOR BOTH WALLS
30'-0" CENTER TO CENTER COLUMN SPACING
P
S
C
E N
T E
R
T
O
C
E N
T E
R
C
O L U
A
C I N
G
P
S
C
E N
T E
R
T
O
C
E N
T E
R
C
O L U
A
C I N
G
E6
ROOF TOP SYSTEM ALTERNATIVES
SCALE: 1/8"=1'-0"
D6
ROOF SECTION
SCALE: 1/8"=1'-0"
D8
ROOF SECTION
SCALE: 1/8"=1'-0"
D6 D6
D8
1. MINIMUM ROOF PITCH SLOPE 12:1.
2. PRE-ENGINEERED STEEL FRAME CANOPY
IN ACCORDANCE WITH SPECIFICATION
SECTION 13 34 19.
3. CANOPY TO BE OPEN ON ALL FOUR
SIDES.
GENERAL NOTES:
CANOPY ROOF ABOVE
7 1/2"
ALTERNATE 1
ALTERNATE 2
EL. 780.4 PS#1
EL. 781.0 PS#2
C
I N
NOTE: PUMP STATION #1 SHOWN; PUMP STATION #2 SIMILAR
GUARDRAIL
GUARDRAIL (TYP)
SELF-CLOSING GATE
B6
CANOPY BASEPLATE DETAIL
SCALE: 1 1/2"=1'-0"
7 1/2"
3"
3"
MAIN FRAME COLUMN (GALV)
BY CANOPY MANUFACTURER
(4)-1/2" DIA ANCHOR BOLTS (GALV)
WITH 9" EMBED (TYP EACH COLUMN)
EDGE OF CONCRETE
BASEPLATE (GALV) BY
CANOPY MANUFACTURER
PORTAL FRAME COLUMN (GALV)
BY CANOPY MANUFACTURER
ASSUMED COLUMN REACTIONS FOR
ANCHOR BOLT DESIGN
MAIN FRAME: LC1=0.9D+1.0WX: Y=1.98 KIPS, X=0.44 KIPS
LC2=1.2D+1.6S: Y=0.00 KIPS, X=-1.10 KIPS
PORTAL FRAME: LC3=1.2D+1.0WZ: Y=0.00 KIPS; Z=-0.83 KIPS
CONTRACTOR SHALL VERIFY THAT ACTUAL COLUMN
REACTIONS DO NOT DIFFER FROM ASSUMED COLUMN
REACTIONS BY MORE THAN 10%. IF ACTUAL COLUMN
REACTIONS DIFFER FROM ASSUMED COLUMN REACTIONS BY
MORE THAT 10%, THEN CONTRACTOR SHALL REDESIGN
ANCHOR BOLTS AT CONTRACTOR'S EXPENSE. ANCHOR BOLT
REDESIGN SHALL BE SIGNED AND SEALED BY A REGISTERED
PROFESSIONAL ENGINEER AND SUBMITTED TO THE
GOVERNMENT PRIOR TO FABRICATION.
Y
X
Y
Z
REMOVEABLE
GUARDRAIL
TYPE B
REMOVEABLE
GUARDRAIL
TYPE A
GRAB BAR (TYP)
GRAB BAR (TYP)
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
A
M A
R K
S I Z
E
S U
B M
I T
T E
D
B
Y
D A
T E
C O
N T
R A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
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
E
N G
I N
E E
R S
A N
S I
D
T B
D
W
D Q
R
K A
N S
T
Y
M
O
E
T
H
S
T R
E E
T
K A
N S
T
Y
D
I S
T R
I C
T
F O
A
V E
N W
O R
T H
K
S
F O
A
V E
N W
O R
T H
F O
A
V E
N W
O R
O
P
A I R
S
FINAL SUBMITTAL
LEAVENWORTH_S-106.dwg Aug 04, 2020 - 11:38pm
S-106
S T
R U
C T
U R
N
O P
Y
P
L A
N
A
E
V A
T I O
N
P U
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
S-106
S T
R U
C T
U R
N
O P
Y
P
L A
N
A
E
V A
T I O
N
P U
A
T I O
A
A
B
I C
K F
O R
D
K
H
O D
N E
Y
D
I N
G
W
H
O L M
A N
E1
CANOPY PLAN
SCALE: 1/4"=1'-0"
A1
CANOPY ELEVATION
SCALE: 1/4"=1'-0"
SCALE:
" = 1'-0"
0 2' 4' 12'8'
SCALE:
" = 1'-0"
0 4' 8' 24'16'
SCALE:
" = 1'-0"
0 4' 8' 24'16'
SCALE:
" = 1'-0"
0 4' 8' 24'16'
SCALE: 1
" = 1'-0"
0 6" 1' 18" 2'
SCALE: 1
" = 1'-0"
0 6" 1' 18" 2'
EL 780.40
EL 758.00
DISCHARGE PIPE
CL EL 770.00
PROVIDE PIPE SLEEVE WITH
1"-2.25" LARGER THAN PIPE AND
SEAL WITH HYDROSTATIC SEAL
SYSTEM. SEAL SHALL BE A
MODULAR MECHANICAL AS
SPECIFIED. VERIFY OPENING
SIZE WITH SEAL SYSTEM AND
VERIFY WITH DISCHARGE PIPE
SHOP DRAWINGS.
FASTENERS FOR PUMP AND SUCTION
INLET PER MANUFACTURER'S
INSTALLATION REQUIREMENTS
ACCESS STEP (TYP)
M A
X
S T
E P
EL 755.50
EL 780.40
1'-6" TYP.
32"
1'-3"
1'-3"
1'-6"
1'-6"
1'-6"
1'-3"
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