A02Amendment1plans_Part1.pdf
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Amendment 01 Plans Part 1
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| A22W912P918B0008Amd1..pdf | ||
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43543
435 43 5 435
435 43
0 440
440 440
440440440 440440
440 440
440 440 440
440440
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440 440 440
445 445
445 445 445 445
445 445 445
450 450
450 450 450 450 450
450 450 450
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D W
N B
Y
C K
D B
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M A
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D E
S C
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IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
P ro je c ts E n v ir o n m e n ta l
M a n a g e m e n t P ro g ra m C la re n c e C a n n o n N
W R
Im p le m e n ta ti o n P u m p S ta ti o n E n g in e e ri n g D e s ig n P
S C
A D B
IM
S h e e ts
460460
460460
2+00 1+80 1+60 1+40 1+20 1+00 0+80 0+60 0+40 0+20 0+00 -0+20 -0+40 -0+60 -0+80 -1+00 -1+20 -1+40
N O
K R
H B
C B
A
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
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IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H A
B
IT
A T R
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A B
IL
IT
A T
IO
N E
N H
A N
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C T
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IS
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IS
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IP
P I
P
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Y
M
IS
S O
U R I
P U
M P S
T A
T
IO
GENERAL SHEET NOTES
K O
R Y H
A N
N A
H
N
0 60' 120'
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
M -E
M P -1
B R Y A N T S C R E E K
BERM DEGRADE
A1
BERM DEGRADE PLAN
SCALE 1" = 60'
B E
R M D
E G
R A
D E P
L A
N
EL. 442 EL. 442
EL. 442
A2
BERM DEGRADE TYPICAL SECTION
NOT TO SCALE
2%
2%
E L .0
BRYANTS CREEK
FILL EMBANKMENT
CUT EMBANKMENT
ON DETAIL A2.
BE PLACED AS A BERM ABOVE CHANNEL FILL AS SHOWN
FOR EMBANKMENT IF SUITABLE, OTHERWISE IT SHOULD
SECTION. EXCESS DEGRADED MATERIAL MAY BE USED
ADJACENT CHANNEL, SEE BERM DEGRADE TYPICAL
BERM DEGRADE MATERIAL SHALL BE USED TO FILL 1.
E L .0
M
IK
E V
H A
N K
S P .E
J
N U
A R
Y
W P -1
-B -0
M -E
M P -1
C -1
P
L N .d g n
1 1 1
/2
/2
C H
A N
G E
D T
O A
G R
E E W
A M
M E
N D
M E
N T
C-107
S
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
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B M
M
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S H S .V
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A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
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S T L
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IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
IK
E C
O U
N T
Y
M
IS
S O
U R I
P U
M P S
T A
T
L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
P I
R E
IN
F O
R C
E M
E N
T I
N T
O P O
F S
L A
B R
E
IN
F O
R C
E M
E N
T I
N B
O T
T O
M O
F S
L A
B
S Y
M M
A B
O U
T C L
4" CLR.
C L
R
A1
SECTION
SCALE X" = 1'-0"
B1
BASE SLAB REINFORCEMENT
SCALE 1/4" = 1'-0" 4' 8'0 2'
4' 8'0 2'
(3) - #9 BARS E.S.
4" CLR.
B
S E
C T
IO
N S
C A
L E /4
4" CLR.
4" CLR.
2'-6" MIN. LAP
C L
R
C L
R
B4
A1
R E
IN
F O
R C
E M
E N
T I
N B
A S
E S
L A
B
#9 @ 12 TOP AND BOTTOM
#10 @ 12
#9 @ 12
N
A L S
B
O T
T O
M
T
P
#9 @ 12
#9 @ 12
#10 @ 12
#10 @ 124
C L
R
C L
R
420.0
ELEVATION
424.0
ELEVATION
(TYP)
5'-10" LAP SPLICE
(TYP)
(TYP)
(TYP)
5'-10" LAP SPLICE
7'-7" LAP SPLICE
(3 B
A R
S E .S
M
IN
L
A P
T Y
P
W P -1
-B -0
SR101.1
M -E
M P -1
S
R .1 .d g n
7'-7" LAP SPLICE
.L .S
C
H A
N G
E D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
A1
SR202
A1
SR201
A1
SR301
A4
SR302
B M
M
J O
S H S .V
E R
D U
G H
T P
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
IK
E C
O U
N T
Y
M
IS
S O
U R I
P U
M P S
T A
T
IO
N
R E
IN
F O
R C
E M
E N
T I
N W
A L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
P I
GENERAL SHEET NOTES
FLOW
0 4'2'1'
A1
PLAN AT ELEVATION 429.0±
SCALE 3/8" = 1'-0"
N
A L S
#9 U @ 6 EF #9 U @ 6 EF
#9 U @ 6 EF #9 U @6 EF 4 - #9 BT
B
T B
T E
F
B
T
4 - #9 BT
B
T
E
F
#9 BT (TYP.)
#9 @12
#9 U @ 12
U
#6 BT @ 12 EF (TYP.)
#6 BT (TYP.)
#6 BT (TYP.)
#6 BT @ 12 (TYP.)
#6 BT (TYP.)
#11 BT @ 6
#11 BT @ 6
#9 @ 6 #9 L @ 6
#9 BT @ 6
#9 BT @ 6
#9 @ 6
#9 BT @ 6
#9 L @ 6 #9 @ 6
#9 BT @ 6
#9 BT @ 6
#9 BT @ 12
#9 BT @ 6
#9 @ 6
#9 L @ 6
#9 L @ 6 4 - #9 BT
B
T B
T E
F
#9 BT @ 6
#9 BT @ 6 EF
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR102.1
2. CLOSE ALL HOOPS WITH 135° STANDARD HOOKS.1
B
T
4 - #9 BT
1 1
1 1
1 1
C
H A
N G
E D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
A .L .S
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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
B M
M
J O
S H S .V
E R
D U
G H
T P
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
IK
E C
O U
N T
Y
M
IS
S O
U R I
P U
M P S
T A
T
IO
N
R E
IN
F O
R C
E M
E N
T I
N W
A L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
I
FLOW
0 4'2'1'
A1
PLAN AT ELEVATION 433.0±
SCALE 3/8" = 1'-0"
N
A L S
B4
SR303
B4
SR303
B4
SR303
B4
SR303
#9 @ 6 #9 BT @ 6
#9 @ 6
#9 BT @ 6
#9 @ 6
#9 BT @ 6
(TYP)
#6 U @ 12
#9 BT (TYP)
#9 @ 12
#9 BT @ 6
B
T
E
F
#9 @ 6 (TYP)
B
T E
F
#9 BT @ 6 4 - #9 BT
4 - #9 BT#9 BT @ 6
B
T
4 - #9 BT
#9 BT @ 12
#9 U @ 6
B
T
4 - #9 BT
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR103.1
A .L .S
C H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
B
T
B
T
#9 L @ 6
#9 L @ 6
#9BT @ 6
#9BT @ 6
#9 U @ 6 1
U.N.O.
#9BT @ 6 EF
(TYP AT #6 U)
TO EL. 441.5
#9BT, BASE SLAB
B T E
F
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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
B M
M
J O
S H S .V
E R
D U
G H
T P
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
IK
E C
O U
N T
Y
M
IS
S O
U R I
P U
M P S
T A
T
IO
N
R E
IN
F O
R C
E M
E N
T I
N W
A L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
0 4'2'1'
N
A L S
A1
PLAN AT ELEVATION 448.25±
SCALE 3/8" = 1'-0"
#9 @ 12
#9 BT @ 12
#9 BT @ 6
#9 @ 6
#9 BT @ 6
#9 (TYP)
#9 @ 6
#9 @ 6
#9 BT @ 6
#9 @ 6
#9 BT @ 6
#9 L @ 6 (TYP)
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR104.1
A .L .S
C H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
#9 @ 6 EF UNO
#9 @ 6 EF UNO
1 1
#9 (TYP - SEE NOTE 3)
IS GIVEN, WORK LOCATIONS WITH SHEETS SR102 AND SR103.
3. FOR VERTICAL BARS ABOVE EL. 437 FOR WHICH NO SPACING
E
F
E
F
E
F
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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
B M
M
J O
S H S .V
E R
D U
G H
T P
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
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N T
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M
IS
S O
U R I
P U
M P S
T A
T
IO
N
R E
IN
F O
R C
E M
E N
T I
N W
A L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
0 4'2'1'
A1
PLAN AT ELEVATION 454.0±
SCALE 3/8" = 1'-0"
N
A L S
#9 @ 6
#9 BT @ 6
#9 BT @ 6
#9 @ 6
#9 @ 6
#9 BT @ 6
#9 @ 12
#9 BT @ 12 #9 BT @ 12
#9 L @ 6 (TYP)
#9 (TYP)
#9 BT @ 12 #9 BT @ 12
U
U
#9 (TYP)
#9 BT @ 6
#9 @ 6
#9 @ 6 EF
#9 @ 6 EF
W P -1
-B -0
SR105.1
M -E
M P -1
S
R .1 .d g
AT TOP FACE OF STATION WALLS.
3. PROVIDE EQUIVALENT OF $9/#9 BT @ 12 EACH WAY
1. TERMINATE BENT BARS WITH 90° STANDARD HOOKS U.N.O.
H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
A .L .S
SHEET KEYNOTES
FLOOD LIGHTS, SEE A1 AND A2 ON SR303.
2. FOR REINFORCING AT FOOTING FOR POLE MOUNTED
C3 ON SR303.
SEE A1 ON SR201, A1 ON SR 202, AND C1 AND
1. FOR REINFORCING IN ELECTRICAL PAD,
E
F
E
F
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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
B M
M
J O
S H S .V
E R
D U
G H
T P
A N
S I
D
R E
IN
F O
R C
E M
E N
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
M -E
M P -1
S T
E V
E N M
H O
B B
S P .E
P
IK
E C
O U
N T
Y
M
IS
S O
U R I
P U
M P S
T A
T
IO
N
C L
A R
E N
C E C
A N
N O
N N
A T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E
H A
B
IT
A T R
E H
A B
IL
IT
A T
IO
N E
N H
A N
C E
M E
N T P
R O J E
C T
U P
P E
R M
IS
S
IS
S
IP
P I
A1
SECTION
SCALE 3/8" = 1'-0"
C.J.
T/WALL
455.0
450.5
444.5
437.0
429.0
424.0
T/SLAB
420.0
B/SLAB
A L S
E X
T E
R
IO
R E
L E
V A
T
IO
N C
R E
E K S
ID
E
A1
SR303
426.3
T/SLAB
422.3
B/SLAB
#9 BT 6 #11 BT @ 6
A4
SR301
4 - #9 BT 4 - #9 BT
#9 @ 6
SR102
C.J.
E
F
E
F
#9 BT @ 6
W P -1
-B -0
M -E
M P -1
S
R .1 .d g
SR201.1
A .L .S
C H
A N
G E
D T
O A
G R
E E W /A
M E
N D
M E
N T
/2
BOX CULVERT (TYP)
72" X 72"
U
N O
T Y
P
#9 @ 6 UNO
#9 U @ 6 EF BELOW BOX #9 U @ 6 EF BELOW BOX
#9 U @ 6 ABOVE BOX #9 U @ 6 ABOVE BOX
1 1
4. EAST WALL SHOWN. WEST WALL SIMILAR AND OPPOSITE.
THIS SHEET WITH SHEETS SR102 THRU SR105.
3. FOR REINFORCING NOT SHOWN, WORK SECTION A1
1. CLOSE ALL HOOPS WITH 135° STANDARD HOOKS.
0 2' 4' 6'1'
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
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
M V
S D
O C
U M
E N
T S P
R O J E
C T S E
N V
IR
O N
M E
N T
A L M
A N
A G
E M
E N
T P
R O
G R
A M C
L A
R E
N C
E C
A N
N O
N N
W R I
M P
L E
M E
N T
A T
IO
N P
U M
P S
T A
T
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