PLAN_SET_AMENDMENT-2016-04-29-AMD0003.pdf
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ID
Sheet
S O
L
IC
IT
A T
IO
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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C A
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P L
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R A
C T N
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D A
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
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C T C
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IS
T R
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S -A
X X
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C K
C K
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A N
D
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IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
AND STUB COLUMN
REMOVE ANGLE CURB
TO DAMAGE BARS
SHALL USE CAUTION NOT
REINSTALLED. CONTRACTOR
REHABILITATED AND
ANCHORAGE BARS TO BE
C/L ANCHORAGE ASSEMBLY
C/L ANCHORAGE ASSEMBLY
CHANNELS
ANCHORAGE
REMOVE GATE
20’-6"
SA105
B4
SA105
A1
SA106
C1
SA1
06C4
SA10
C4
SA10
C1
S -A
A
"8
’-5
"2
’-1
2’-6
2’-6
C/L PINTLE
EL. 532.5
EL. 545.0 TO
EMPTYING CULVERT,
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"0 1’ 2’ 4’SCALE : 1/2"=1’-0"
C/L PINTLE
C/L PINTLE
SA102
ASSEMBLY
ANCHORAGE
REMOVE GATE
EL. 568.25 - EL. 565.25
EL. 565.25 - EL. 563.0
SA104
D5
SA104
A5
EXISTING 12" VCP
EXISTING EMPTYING CULVERT
SHOWN)
SLOT (GRATING NOT
BULKHEAD RECESS
EXISTING TAINTER
25’-0"
14’-0" 6’-6"14’-0" 6’-6"
B1
SECTION
A1
SECTION
A3
SECTION
REMOVAL
5" CONCRETE
D E
M O
L
IT
IO
N S
E C
T
IO
N S I
/0
/2
W E
K -1
-R -0
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IN
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W A
A N
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IS
S
O U
R I
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C K C
H A
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E R B
U L
K H
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D R
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S E
FINAL
12" VCP
EXISTING
A
P R
B M
A A
M D
N O A
D D
E D V
C P T
O S
E C
T
IO
N
TO PIPE
A SQUARE FACE
VCP TO PROVIDE
HAND CHIP AT
C/L BULKHEAD RECESS C/L PINTLE
"2 114’-8
6’-6"
ANCHORS @ 1’-4"2’-4"2’-4"
@ 1’-0"
TYP - #6
1’-0"
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#6 @ 12
TYP -
C/L PINTLE
6’-6"
3’-6"3’-0"
@ 1’-4"
ANCHORS
C/L BULKHEAD RECESS
"2 114’-8
10’-0" NOMINAL
S
P
’-6
" E .F
O T
H E
R F
A C
E S
IM
IL
A R
- A
S S
H O
W N
B A
N C
H O
R S ’-6
#8 @ 1’-0" E.F. X 6’-6"
#6 @ 12 E.W.
#6B @ 12
#6 @ 12
#6B @ 12#6 @ 12
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
S T
A .0
P
IN
T L E
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
SA154
A3
SA15
C1
SA15
B1
SA15
A1
SA156
A1
SA154
A1
SA154
C3
OPP. HAND
SA155
C
C /L C /L
C /L
#6B @ 12
#6
DRAIN
DRAIN
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\M
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X X
X .d g n
:3
:0
A
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B E
C D
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/2
/2
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C K I S
L A
N D
IL
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IN
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C K I S
L A
N D D
IS
T R
IC
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A R
M Y C
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P S O
F E
N G
IN
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S -A
X X
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C H J
B M
A
A S S
H O
W N
J C
Q
F
N
W W
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K S
E C
T
IO
N S I
L O
C K
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SA151
NEW MITER PIN PLATES
EXISTING EMPTYING CULVERT
"2 15’-9
"2 15’-9 "2
114’-8
2’-6"
SA153
A5
@ 1’-0"
ANCHORS
B1
SECTION
A1
SECTION
A3
SECTION
SHOWN
IN GENERAL LOCATION AS
#6 ANCHORS SPACED 1’-0"
20’-6"
RESURFACING
5" HORIZONTAL
/0
/2
FINAL
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
A
P R
B M
A A
M D
N O A
D D
E D V
C P T
O S
E C
T
IO
N
NEW 12"Ø DRAIN PIPE
RECESS
ALLOW ROUTING BEHIND
IN NEW PIPE AREA TO
HAND CHIP CONCRETE
ID
Sheet
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
D A
T E
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
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
D A
T E
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\M
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X X
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A
M
B E
C D
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/2
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -C
X X
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C H J
B M
A
A S S
H O
W N
J C
Q
F
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC103
O
C K
D
S A
U X
IL
IA
R Y
CHANNELS
ANCHORAGE
REMOVE GATE
ANCHORAGE ASSEMBLY C/L
ANCHORAGE ASSEMBLY C/L
C/L PINTLE
ANCHORAGE ASSEMBLY
REMOVE GATE
AND SUPPORTS
REMOVE GRATING,
25’-0"
"2 111’-2
14’-0"6’-6"
C/L PINTLE
14’-0"6’-6"
EMPTYING CULVERT
EXISTING
C/L PINTLE
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
SC105
A1
SC106
C4
SC105
C4
SC105
C1
SC105
B4
SC106
C1
S E
E S
E C
T
IO
N B
2’-6"
2’-6"
TO DAMAGE BARS
USE CAUTION NOT
CONTRACTOR SHALL
AND REINSTALLED.
BE REMOVED
ANCHORAGE BARS TO
0 1’ 2’ 4’SCALE : 1/2"=1’-0"0 1’ 2’ 4’SCALE : 1/2"=1’-0"
EL. 545.0 TO EL. 532.5
EMPTYING CULVERT,
EL. 568.25 - EL. 565.25
EXISTING 12" VCP
EL. 565.25 - EL. 563.0
A
S C
SA104
A5
SA104
D5
B1
SECTION
A3
SECTION
A1
SECTION
5" CONCRETE
REMOVAL
/0
/2
D E
M O
L
IT
IO
N S
E C
T
IO
N S I I
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
EXISTING 12" VCP
A
P R
B M
A A
M D
N O A
D D
E D V
C P T
O S
E C
T
IO
N
TO PIPE
A SQUARE FACE
VCP TO PROVIDE
HAND CHIP AT
SC151
A1
ID
Sheet
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
D A
T E
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
ANCHORAGE ASSEMBLY
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
S T
A .0
P
IN
T L E
S T
A .2
B
0 2’ 4’ 8’SCALE : 1/4"=1’-0" 0 2’ 4’ 8’SCALE : 1/4"=1’-0"
0 2’ 4’ 8’SCALE : 1/4"=1’-0" 0 2’ 4’ 8’SCALE : 1/4"=1’-0"
C /L
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\M
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X X
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L A
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C K I S
L A
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IS
T R
IC
T
U .S
A R
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P S O
F E
N G
IN
E E
S -C
X X
X .d g n
C H J
B M
A
A S S
H O
W N
J C
Q
F
W W
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K P
L A
N S A
N D E
L E
V A
T
IO
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC150
EL. 568.25
LOCKWALL
TOP OF
EL. 568.25
LOCKWALL
TOP OF
S T
A .0
P
IN
T L E
C /L
SC152
C1
C1
PLAN - RIVER WALL
ANCHORAGE PLATES
INSTALL NEW GATE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
ANCHORAGE PLATES
INSTALL NEW GATE
NEW BULKHEAD RECESS
AND ADJUSTMENT
FOR REINSTALLATION
SPECIFICATIONS
MITER GATE, SEE
AND REINSTALLED
TO BE REHABILITATED
MITER GATE ANCHORAGE
TYPICAL- EXISTING
SC151
C1
SC151
A3
SC153
A1
SC152
A3
SC152
A1
EL. 564.0 EL. 564.0
EL. 532.83 EL. 532.83
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
SC801-C4
NEW CORNER CAP
ARMOR SC800-D1
NEW HORIZONTAL CORNER
C /L
SC801-C4
NEW CORNER CAP
ARMOR SC800-D1
NEW HORIZONTAL CORNER
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
SC800-D1
CORNER ARMOR
NEW HORIZONTAL
SC801-A4
NEW CORNER CAP
SC801-A4
CAP
CORNER
NEW
SC153
A1
L O
C K
D
S A
U X
IL
IA
R Y
C3
PLAN - INTERMEDIATE WALL
A1
ELEVATION - RIVER WALL
A3
ELEVATION - INTERMEDIATE WALL
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
ARMOR SC800-D1
HORIZONTAL CORNER
SC800-D1
ARMOR
CORNER
VERTICAL
A
P R
B M
A A
M D
N O M
IN
O
R R
E V
IS
IO
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
D A
T E
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
6’-6"
"2 114’-8 "2
15’-9
2’-6" 1’-6"ANCHORS @ 1’-4" 2’-4" 2’-4"
#6 @ 12
C/L PINTLE
@ 1’-0"
TYP - #6
C/L BULKHEAD RECESS
1’-0"
#6B @
C/L PINTLE BULKHEAD RECESS C/L CULVERT
EMPTYING
#6 @ 12
TYP -
#6 @ 12
#6B @ 12
"2 15’-9"2
114’-8
6’-6"
"2 114’-8
10’-0" NOMINAL
E .F
O T
H E
R F
A C
E S
IM
IL
A R A
S S
H O
W N
B A
N C
H O
R S
S
P
#8 @ 1’-0" E.F. X 6’-6"
S T
A .7
B
B U
L K
H E
A D R
E C
E S
S
S T
A .0
P
IN
T L E
0 1’ 2’ 4’SCALE : 1/2"=1’-0" 0 1’ 2’ 4’SCALE : 1/2"=1’-0"
0 1’ 2’ 4’SCALE : 1/2"=1’-0"
SC156
A1
C /L
C /L
C /L
SC154
A1
SC154
C3
SC
5C
SC155
A1
SC154
B1
SC154
B3
SC154
C1
ANCHORS
TYP - #6
#6B @ 12
#6B @12
#6 @ 12
#6
#6B @ 12
#6 @ 12
DRAIN
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
\M
R S -C
X X
X .d g n
:2
:3
A
M
B E
C D
M L L
/2
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
R O
C K I S
L A
N D D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
S -C
X X
X .d g n
C H J
B M
A
A S S
H O
W N
J C
Q
F
W W
O R
K S
E C
T
IO
N S I
C K
S
A N
D
M
IS
S
IS
S
IP
P I
R
IV
E R B
A S
IN
M R
SC152
20’-6"
@ 1’-4"
ANCHORS 3’-6" 3’-0"
@ 1’-0"
ANCHORS
SC153
C5
L O
C K
D
S A
U X
IL
IA
R Y
B1
SECTION
A1
SECTION
A3
SECTION
SHOWN
IN GENERAL LOCATION AS
#6 ANCHORS SPACED 1’-0"
NEW MITER PIN PLATES
/0
/2
W E
K -1
-R -0
IL
L
IN
O
IS
IO
W A
A N
D M
IS
S
O U
R I
L O
C K C
H A
M B
E R B
U L
K H
E A
D R
E C
E S
S
A
P R
B M
A A
M D
N O M
IN
O
R R
E V
IS
IO
N S
NEW 12"Ø DRAIN PIPE
ROUTING BEHIND RECESS
NEW PIPE AREA TO ALLOW
HAND CHIP CONCRETE IN
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
D A
T E
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
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
P R
O J E
C T C
O D
E
3’-0" 1’-4"
#6 @ 12
1’-6" TYP
#6B @
#6 @ 12
#6B @ 12
#6 @ 12
#8B X 6’-6" @ 12
#6B @ 12
#6 @ 12
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’ SCALE : 3/4"=1’-0" 0 1’ 2’ 3’
GENERAL NOTES
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
ANCHORAGE (TYP)
EXISTING GATE
1’-6" (TYP)
#6B @
#6 @ 12
PIN PLATES
NEW GATE
2" NON-SHRINK GROUT
EMBEDDED QUOIN
EXISTING
A
C
H O
R A
G
C
W G
A T
E L
#6 @ 12
1’-6"
PVC PIPE
WITH 3" DIA. SCHEDULE 40
CORE DRILL OR FORM
3" DIA. DRAIN HOLE,
L A
P
SLOPE TO DRAIN
3’-0"12" 12"
AND SET NEW ANCHORAGE TO MATCH THAT ELEVATION.
CENTERLINE ELEVATION OF THE EXISTING ANCHORAGE
1. DIMENSION IS NOMINAL. CONTRACTOR SHALL DETERMINE
A N
S I
D c p w w o rk in g \m v r\ b e c d m ll \d
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SC154
ON SHEET SC825
NEW GRATING, SEE DETAIL
DETAILS ON SHEET SC825
NEW GRATING, SEE
ARMOR SB800-D1
NEW CORNER
4’-0"
EL 568.25 EL 568.25
EL 568.25 EL 568.25
EL 568.25
S E
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C3
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B3
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B1
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A1
SECTION
EL 568.25
EPOXY GROUT (14 TOTAL)
THREADED ROD SET IN
1" DIA ASTM A449
ANCHOR LAYOUT
SEE SHEET SC151 FOR
SCALE : 3/4"=1’-0" 0 1’ 2’ 3’A3
SECTION
(TOTAL OF 8)
IN EPOXY GROUT
THREADED ROD SET
1" DIA. ASTM A449
ANCHOR LAYOUT
SEE SHEET SC150 FOR
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US Army Corps of Engineers
US Army Corps
P R
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8"
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2"
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" DIA4
ANCHOR BAR
2" WIDE
ELEVATION
STUDS @ 12" C.C. - STAGGERED 9" 9"
ANCHOR BARS @ 12" C.C. - STAGGERED9"9"
MAX.
MAX.
CONTRACT
INSTALLED UNDER THIS
TYPICAL FOR ALL ARMOR
ARMOR CONNECTIONS ARE
NOTE:
ARMOR
CORNER
VERTICAL
NEW
CAP
CORNER
NEW WALL ARMOR
EXISTING
WALL ARMOR
NEW HORIZONTAL
CORNER ARMOR
NEW HORIZONTAL
WALL ARMOR
NEW HORIZONTAL
CORNER ARMOR
NEW HORIZONTAL
WALL ARMOR
EXISTING
GENERAL NOTES
0 3" 6" 9" 12"SCALE : 3"=1’-0"
0 6" 1’ 2’SCALE : 1"=1’-0"
B4
0 6" 1’ 2’SCALE : 1 1/2"=1’-0"
TYP TYP
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SC800
CAPS FOR THE OPPOSITE WALL SHALL BE OPPOSITE HAND.
THE INTERMEDIATE WALL OR THE LANDWALL. CORNER
9. CORNER CAPS ARE SHOWN IN THE ORIENTATION OF EITHER
PROFILE SHOWN ON SA800-B1 WALL ARMOR DETAIL.
8. GRINDING PROFILE OF EXISTING ARMOR SHALL MATCH
WHERE REQUIRED.
7. THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS
STRAP ANCHORS.
INCH FILLET WELDS FOR4
1 THE PROTECTION ARMOR. USE
6. ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO
SMOOTH) TO VERTICAL AND HORIZONTAL ARMOR.
5. CORNER CAPS SHALL BE GROOVE WELDED (AND GROUND
INCH THICK ASTM A36.4
3 FROM
4. UNLESS OTHERWISE SHOWN ARMOR SHALL BE FABRICATED
VERTICAL ARMOR AND AT FREE ENDS.
3. ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT
ALONG ITS LENGTH AND WIDTH.
INCH4
1 AND DOES NOT DEVIATE IN ANY PLANE MORE THAN
2. ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT
AFTER FABRICATION MAY BE REQUIRED.
1. ARMOR SHALL BE TRUE AND STRAIGHT. STRAIGHTENING
GENERAL ARMOR NOTES (APPLIES TO ALL ARMOR):
O
C K
D
S A
U X
IL
IA
R Y
D1
SC800-D1 (HORIZONTAL CORNER ARMOR)
D3
TYPICAL ARMOR CONNECTION DETAILS
B4
SECTION
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S
A
P R
B M
A A
M D
N O D
E L E
T E
D A
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| MR169_S-A102XXX |
| MR169_S-A151XXX |
| MR169_S-C103XXX |
| MR169_S-C150XXX |
| MR169_S-C152XXX |
| MR169_S-C154XXX |
| MR169_S-C800XXX |
File details come from the government source that posted it. Updated .