W912EK22R0018 Drawings - MGINSTALL.pdf
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- Solicitation number
- W912EK22R0018
About this file
This document provides details for a federal contract solicitation to replace miter gates and machinery at the Brandon Road Lock and Dam in Joliet, Illinois. The Army Corps of Engineers seeks a contractor to perform miter gate installation and machinery replacement as outlined in Section 01 11 00 of the solicitation attachment. The solicitation number is W912EK22R0018 and responses are due to the Rock Island District office of the Army Corps of Engineers. The work includes replacing existing miter gates and machinery to ensure continued lock operations at the Brandon Road Lock and Dam.
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US Army Corps
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MITER GATE INSTALLATION
MACHINERY REPLACEMENT
MITER GATE INSTALLATION AND
BRANDON ROAD L&D
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
DETAIL - SILL BEAMS-531
DETAIL - GRATINGS-530
DETAIL - GRATING SUPPORTS-529
DETAIL - CORNER ARMOR CASTINGS-528
DETAIL - CORNER ARMOR CASTINGS-527
DETAIL - ARMORS-526
DETAIL - ARMORS-525
DETAIL - QUOIN BLOCKS-522
DETAIL - QUOIN BLOCKS-521
DETAIL - QUOIN BLOCK ASSEMBLYS-520
DETAIL - PINTLE SHOES-511
DETAIL - PINTLE BASES-510
DETAIL - MITER GATE ANCHORAGE SHEAR KEYS-504
DETAIL - MITER GATE ANCHORAGES-503
DETAIL - MITER GATE ANCHORAGES-502
DETAIL - MITER GATE ANCHORAGE ASSEMBLYS-501
SECTION - MITER GATE INSTALLATIONS-356
SECTION - MITER GATE INSTALLATIONS-355
SECTION - MITER GATE INSTALLATIONS-351
SECTION - ANCHORAGE BAR CONNECTIONS-350
SECTION - SILL CONCRETE UPSTREAMS-341
SECTION - UPSTREAM SILL CONCRETES-340
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETES-314
SECTION - UPSTREAM QUOIN CONCRETES-313
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETES-312
SECTION - MITER GATE ANCHORAGE RIENFORCINGS-311
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETES-310
ELEVATION -MITER GATE INSTALLATION RECESS CONFIGURATIONS-250
ELEVATION - UPSTREAM RIVERWALL MITER GATE RECESSS-210
ELEVATION - UPSTREAM LANDWALL MITER GATE RECESSS-205
PLAN - MITER GATE INSTALLATION - OPERATING MACHINERY CONNECTIONS-155
PLAN - MITER GATE INSTALLATION - MITER GUIDES-152
PLAN - MITER GATE INSTALLATION - ANCHORAGE BARSS-151
PLAN - RECESSED AND MITER GATE ORIENTATIONS-150
PLAN - UPPER MITER GATE RECESS NEW WORKS-140
PLAN - MITER GATE GRATING LAYOUTS-130
PLAN - UPSTREAM RIVERWALL MITER GATE RECESSS-110
PLAN - UPSTREAM LANDWALL MITER GATE RECESSS-105
PLAN - UPPER MITER GATE RECESS NEW WORKS-101
SECTION - UPSTREAM SILL CONCRETE DEMOLITIONSD321
SECTION - UPSTREAM QUOIN CONCRETE DEMOLITIONSD311
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETE DEMOLITIONSD303
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETE DEMOLITIONSD302
SECTION - UPSTREAM ANCHORAGE RECESS CONCRETE DEMOLITIONSD301
ELEVATION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD210
ELEVATION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD205
PLAN - UPSTREAM RIVERWALL CONCRETE DEMOLITIONSD110
PLAN - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD105
PLAN - UPSTREAM CONCRETE DEMOLITIONSD101
COVER SHEETG-001
SHEET TITLESHEET ID
SHEET INDEX
of Engineers
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SCALE: 1/8"=1'-0"
PLAN - UPPER MITER GATE RECESS DEMOLITION
NORTH
PLAN
0 8'4' 16'
STA 101+17.77
MJ
STA 102+06.50
MJ
STA 100+71.00
MJ
VALVE PIT
(EL 543.00)
TOP OF LOCK WALL
(EL 543.00)
TOP OF LOCK WALL
PINTLE?
STA 101+13.37
STA 101+17.77
MJ
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MJ
STA 102+06.50
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STA 100+71.00
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STA 101+13.37
(E L 5
.15
(EL 521.15)
(EL 518.15)
LANDWALL RECESS
UPPER MITER GATE
REPLACEMENT PLAN SET.
MITER GATE MACHINERY
MACHINERY PIT. SEE
REPLACEMENT PLAN
MITER GATE MACHINERY
MACHINERY PIT. SEE
RIVERWALL RECESS
UPPER MITER GATE
(EL 503.00)
(EL 490.20)
(EL 491.20) (EL 491.20)
(EL 543.00)
TOP OF LOCK WALL
(EL 543.00)
TOP OF LOCK WALL
EXISITING HANDRAIL
LOCK CHAMBER
(EL 518.82)(EL 518.82)
SET.
CONTROL STANDS NOT SHOWN FOR CLAIRITY. SEE CONTROL STAND PLAN 1.
GENERAL SHEET NOTES
F L
O W
STA 101+62.00
MJ
CONCRETE APRON
CONCRETE APRON
ROCK FLOOR
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AND EXTENDS BELOW
SURFACE IS BATTERED
SURFACE
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AND EXTENDS BELOW
SURFACE IS BATTERED
LOCK WALL
BACK OF
/1
14'-9" 4'-6" 4'-4 3/4 "
19'-3"
/4
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3" SAWCUT ALL
P
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VALVE LOWER
VALVE RECESS
BULKHEAD SLOT
VALVE UPPER
SET.
CONTROL STAND NOT SHOWN FOR CLAIRITY. SEE CONTROL STAN PLAN 1.
GENERAL SHEET NOTES
FLOW
REINSTALL HANDRAIL
REMOVE AND
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MACHINERY
SEE MITER GATE
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LANDWALL MITER
52'-2 9/16 "16'-2 7/16 "4'-2 3/4 "
LOCK WALL
FACE OF
19'-3"4'-4 3/4 "
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3'-7 5/16 "
ALL AROUND
3" SAWCUT
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VALVE UPPER
BUILKHEAD SLOT
VALVE LOWER
VALVE RECESS
P
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FLOW
REINSTALL HANDRAIL
REMOVE AND
SET.
CONTROL STAND NOT SHOWN FOR CLARITY. SEE CONTROL STAND PLAN 1.
GENERAL SHEET NOTES
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EL 538.42
TOP OF WALL
EL 518.08
EL 521.15
EL 543.00
TOP OF SILL
EL 538.50
TOP OF WALL
EXISTING MITER GATE AND UPSTREAM SILLS NOT SHOWN FOR CLARITY.3.
HANDRAIL NOT SHOWN FOR CLARITY.2.
FLUSH AT REMOVAL LIMITS.
REMOVE CONCRETE AND EXISTING WALL ARMOR. CUT EXISTING ARMOR 1.
GENERAL SHEET NOTES
A1
SCALE: 1/4"=1'-0"
ELEVATION - UPPER LANDWALL MITER GATE RECESS DEMOLITION
0 4' 8'2'
EL 517.142
REMOVAL LIMIT
19'-3"
10'-11"
24'- 1/2 "
7'-9 1/2 " 5'-8"
7'-0"
MACHINERY PLAN SET.
SEE MITER GATE
PLAN SET.
SEE CONTROL STAND
REMOVAL LIMIT
EL 491.20
CHAMBER FLOOR
38'-10 3/8 "
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EXISTING MITER GATE AND UPSTREAM SILLS NOT SHOWN FOR CLARITY.3.
HANDRAIL NOT SHOWN FOR CLARITY.2.
FLUSH AT REMOVAL LIMITS.
REMOVE CONCRETE AND EXISTING WALL ARMOR. CUT EXISTING ARMOR 1.
GENERAL SHEET NOTES
P
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T L E
S T
A
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A
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EL 543.00
TOP OF SILL
EL 538.42
TOP OF WALL
A1
SCALE: 1/4"=1'-0"
ELEVATION - UPPER RIVERWALL MITER GATE RECESS DEMOLITION
0 4' 8'2'
19'-3"
10'-11"
24'- 1/2 "
7'-0"
7'-9 1/2 "5'-8"
MACHINERY PLAN SET.
SEE MITER GATE
REMOVAL LIMIT
STAND PLAN SET.
SEE CONTROL
EL 491.20
CHAMBER FLOOR
38'-10 3/8 "
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IO
N
SD301
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
LANDWALL AS SHOWN, RIVERWALL SIMILAR, OPP HAND.3.
REMOVE GRATING AND EMBEDDED SUPPORT ANGLES.2.
LIMITS.
EMBEDDED PORTIONS. CUT ALL ANCHORS FLUSH AT CONCRETE REMOVAL
REMOVE ALL COMPONENTS OF EXISTING STEEL ANCHORAGE INCLUDING 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
CONCRETE THICKNESS MAY VARY FROM 1'-0" TO 2'-0".1.
1'-3 1/4 "17'-10 3/4 "
20'-7 3/4 "
9'-11 13/16 " 4'-3"
14'-2 7/8 "
7'-9 13/16 "3'-4"5'-4 11/16 "1'-5 3/4 "
19'-2 1/2 "
A1
SCALE: 3/4" = 1'-0"
SECTION - PRIMARY ANCHORAGE
G1
SCALE: 3/4" = 1'-0"
SECTION - SECONDARY ANCHORAGE
2'0 1' 4'
2'0 1' 4'
TOP OF WALL EL 543.00
EL 540.17
TOP OF WALL EL 543.00
EL 540.17
CL PIN
L
CL PIN
L
CL PIN
L
CL PIN
L
4'-7 5/8 " 12'-9 13/16 "
17'-5 7/16 "
2'-10"
CHAMBER FACE
ANCHOR TRENCH
REMOVE SAND FILL IN
CHAMBER FACE
ANCHOR TRENCH
REMOVE SAND FILL IN
CASTING
REMOVE CORNER
ANCHORAGE
SECONDARY
/4
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E D
E M
O L
IT
IO
N
U P
S T
R E
A M A
N C
H O
R A
G E R
E C
E S
S
S E
C T
IO
N
SD302
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 3/4" = 1'-0"
SECTION - SECONDARY ANCHORAGE
A11
SCALE: 3/4" = 1'-0"
SECTION - PRIMARY ANCHORAGE
F11
SCALE: 3/4" = 1'-0"
SECTION - PRIMARY ANCHORAGESECTION - SECONDARY ANCHORAGE
F1
SCALE: 3/4" = 1'-0"
SHEET KEYNOTES
REMOVE GRATING AND EMBEDDED SUPPORT ANGLES.2.
CONCRETE CAP THICKNESS MAY VARY FROM 1'-0" TO 2'-0".1.
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.2.
LIMITS.
EMBEDDED PORTIONS. CUT ALL ANCHORS FLUSH AT CONCRETE REMOVAL
REMOVE ALL COMPONENTS OF EXISTING STEEL ANCHORAGE INCLUDING 1.
GENERAL SHEET NOTES
2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
VARIES
3'-2 1/8 "
S T
A
.7
M J
EL 543.00
TOP OF WALL
S T
A
EL 543.00
TOP OF WALL
EL 543.00
TOP OF WALL
VARIES
5 3/8 "5 3/8 "
ANCHORAGE?
FACE
CHAMBER
4'-4 3/4 "VARIES
EL 543.00
TOP OF WALL
3" SAWCUT
5 3/8 "5 3/8 "
ANCHORAGE?
FACE
CHAMBER
1'-3 1/4 " 1'-3 1/4 "
3" SAWCUT
ANCHORAGE?
4'-4 3/4 "
1'-3 1/4 "1'-3 1/4 "
ANCHORAGE?
3" SAWCUT
ANCHORAGE TRENCH
REMOVE SANDFILL IN
ANCHORAGE TRENCH
REMOVE SANDFILL IN
3" SAWCUT
REMOVE CHECKPOST
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
/4
/1
/1
/1
T
O O
F P
IN
T L E
/1
16'-9 13/16 "3'-7 5/16 "
/4
1'-5" 4'-2 3/4 "
/2
5'-7 3/4 "
M J S
T A
.0
J1
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
M J S
T A
.0
/8
7'-0"11'-4 1/2 "
/1
/8
/1
B .J
O N
E S
C O
N C
R E
T E D
E M
O L
IT
IO
N
U P
S T
R E
A M A
N C
H O
R A
G E R
E C
E S
S
S E
C T
IO
N
SD303
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
P
T L E
24'- 1/4 "
72'-7 3/4" TO ? OF PINTLE
18'-4 1/2 "
66'-11 3/4" TO ? OF PINTLE
SILL REMOVAL
/1
P
IN
T L E
SAND FILL IN ANCHORAGE TRENCH.
CONCRETE CAP THICKNESS MAY FARY BETWEEN 1'-0" TO 2'-0". REMOVE 3.
LIMITS.
EMBEDDED PORTIONS. CUT ALL ANCHORS FLUSH AT CONCRETE REMOVAL
REMOVE ALL COMPONENTS OF EXISTING STEEL ANCHORAGE INCLUDING 2.
LAND WALL AS SHOWN. RIVER WALL SIMILAR, OPP. HAND. 1.
GENERAL SHEET NOTES
1'-1 3/8 "
SILL REMOVAL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E D
E M
O L
IT
IO
N
U P
S T
R E
A M Q
U O
IN
S E
C T
IO
N
SD311
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/4
4'-4 3/4 "2'-7"3'-11 1/4 "
PINTLE?
FLOW
A1
SCALE: 1/2" = 1'-0"
SECTION - UPSTREAM QUOIN CONCRETE DEMOLITION
LANDWALL AS SHOWN, RIVERWALL SIMILAR, OPP HAND.2.
CUT ALL ANCHORS FLUSH AT CONCRETE LIMITS.
REMOVE ALL COMPONENTS OF EMBEDDED STEEL QUOIN AND PINTLE BASE. 1.
GENERAL SHEET NOTES
/1
P
IN
T L E
EL 518.82
EL 521.15
SILL
0 2' 4'1'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A
T
IO
N
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
IS
C K
I S
L A
N D
D
IS
T R
O N
E S
C O
N C
R E
T E
D E
M O
L
IT
IO
N
U P
P S
T R
E A
M S
IL
L
S E
C T
IO
N
SD341
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W
E K
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SILL.
ACTUAL ELEVATION MAY VARY. REMOVE CONCRETE FLUSH WITH EXISTING 1.
GENERAL SHEET NOTES
A10
SCALE: 3/4" = 1'-0"
SECTION - SILL AT CENTER LINE OF CHAMBER
A1
SCALE: 3/4" = 1'-0"
SECTION - SILL TYPICAL
2'0 1' 4' 2'0 1' 4'
FLOOR SLAB
TOP OF
EL 503.00
13'- 5/8 "
TOP OF MITER GATE SILL
EL 521.15
BOTTOM OF SILL DEMO
EL 518.15
EXISTING ROCK
TOP OF
EL 490.20
TOP OF MITER GATE SILL
EL 521.15
BOTTOM OF SILL DEMO
EL 518.15
EXISTING ROCK
TOP OF
EL 490.20
TOP OF FLOOR SLAB
EL 503.00
8"VARIES
BEAM
TIMBER SILL
BEAM
TIMBER SILL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A N
S I
D
S O
L
IC
IT
A
T
IO
N
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
O N
E S
N E
W W
O R
K
U P
P E
R M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
S-101
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W
E K
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A1
SCALE: 1/8"=1'-0"
PLAN - UPPER LOCK
0 8'4' 16'
NORTH
PLAN
STA 101+17.77
MJ
STA 101+62.00
MJ
STA 102+06.50
MJ
STA 100+71.00
MJ
VALVE RECESS
(EL 543.00)
TOP OF LOCK WALL
(EL 543.00)
TOP OF LOCK WALL
PINTLE�
STA 101+13.37
STA 101+17.77
MJ
STA 101+62.00
MJ
STA 102+06.50
MJ
STA 100+71.00
MJ
PINTLE�
STA 101+13.37
(EL
8.1 5)
(EL 521.15)
(EL 518.15)
LANDWALL RECESS
UPPER MITER GATE
RECESS PLAN SET
SEE MACHINERY
RECESS PLAN SET
SEE MACHINERY
RIVERWALL RECESS
UPPER MITER GATE
(EL 503.00)
(EL 490.20)
(EL 491.20) (EL 491.20)
(EL 543.00)
TOP OF LOCK WALL
(EL 543.00)
TOP OF LOCK WALL
EXISITING HANDRAIL
LOCK CHAMBER
STAND PLAN SET
SEE CONTROL
PLAN SET
SEE CONTROL STAND
MITER GATE WALKWAY NOT SHOWN FOR CLARITY.2.
QUOIN FIT TO THE GATES AND ENSURE GATES ARE PLUMB AND LEVEL.
CHAMBER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FINALIZE SILL AND
THE NEW MITER GATES, SET LOWER BULKHEADS, AND DEWATER THE LOCK
USACE TO REWATER THE LOCK CHAMBER, REMOVE LOWER BULKHEADS, SET 1.
GENERAL SHEET NOTES
LANDWALL AND RIVERWALL
OPERATING MACHINERY. TYP
EXISTING MITER GATE
CONTRACTOR RECONNECT
LANDWALL AND RIVERWALL
NEW ANCHORAGE BARS. TYP
GOVERNMENT TO INSTALL
LANDWALL AND RIVERWALL
NEW ANCHORAGE BARS.
GOVERNMENT TO INSTALL
LANDWALL AND RIVERWALL
OPERATING MACHINERY. TYP
EXISTING MITER GATE
CONTRACTOR RECONNECT
LANDWALL AND RIVERWALL
NEW SILL BEAM. TYP BOTH
CONTRACTOR TO INSTALL
LEAF. SEE S-150
NEW MITER GATE
LANDWALL RIVERWALL
CONCRETE APRON
CONCRETE APRON
ROCK FLOOR
CONCRETE FLOOR
S-105
A1
S-130
A1
S-205
A1
S-340
A1
S-210
A1
S-110
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
U
S T
R E
A M L
A N
D W
A L L M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
S-105
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1/4"=1'-0"
PLAN - UPSTREAM LANDWALL
NORTH
PLAN
0 4' 8'2'
4'-2 3/4 "16'-2 7/16 "52'-2 9/16 "
S T
A
.7
M J
P
IN
T L E
S T
A
.3
S T
A
.0
M J
LOCK WALL
FACE OF
GATE RECESS
LANDWALL MITER
RECESS VOLUME
SEE MACHINERY
SURFACE
THE WATER/GROUND
AND EXTENDS BELOW
SURFACE IS BATTERED
SURFACE
THE WATER/GROUND
AND EXTENDS BELOW
SURFACE IS BATTERED
LOCK WALL
BACK OF
/1
14'-9" 4'-6" 4'-4 3/4 "
19'-3"
16'-9 13/16 "3'-7 5/16 "
/4
/1
/4
/8
1'-1 3/8 " 2'-5 15/16 "
/1
3'-7 1/16 " TO MONOLITH JOINT
6'-2" 2'-3 13/16 " 1'-9 7/8 "
/1
/8
/1
10'-7 3/16 "
GRATING AND HAND RAIL NOT SHOWN FOR CLARITY.2.
MITER GATES AND CONTROL STAND NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
/1
/1
P
IN
T L E
SLOT
BULKHEAD RECESS
VALVE LOWER
RECESS
VALVE
SLOT
BULKHEAD RECESS
VALVE UPPER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
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S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
S-310
A1
S-312
A9
S-312
A1
S-310
G1
S-312
F9
S-312
F1
S-313
A1
S-205
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
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T
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B R
A N
D O
N R
O A
D L
D
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L
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A
C K I S
L A
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C K I S
L A
N D D
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T R
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S T
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A M R
IV
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W A
L L M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
S-110
A .R
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C .D
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S .C
A M
P
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N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1/4"=1'-0"
PLAN - UPSTREAM RIVERWALL
NORTH
PLAN
0 4' 8'2'
S T
A
.3
S T
A
.7
M J
LOCK WALL
BACK OF S
T
A
.0
M J
SURFACE
THE WATER/GROUND
AND EXTENDS BELOW
SURFACE IS BATTERED
SURFACE
THE WATER/GROUND
AND EXTENDS BELOW
SURFACE IS BATTERED
LOCK WALL
FACE OF
RECESS VOLUME
SEE MACHINERY
GATE RECESS
LANDWALL MITER
RECESS
VALVE
20'-5 1/8 " 52'-2 9/16 "
6'-1 5/8 "
/4
2'-4 3/16 "1'-9 7/16 "
/1
/8
/1
/4
/8
3'-7 1/16 "
GRATING AND HAND RAIL NOT SHOWN FOR CLARITY.2.
MITER GATES AND CONTROL STAND NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
/1
/1
16'-9 13/16 " 3'-7 5/16 "
1'-1 3/8 "2'-5 15/16 "
SLOT
BULKHEAD
VALVE LOWER
SLOT
BULKHEAD
VALVE UPPER
P
IN
T L E
S T
A
.7
M J
P
IN
T L E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
S-310
A1
S-312
A9
S-312
A1
S-310
G1
S-312
F1
S-312
F9
S-210
A1
S-
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
IT
E R G
A T
E G
R A
T
IN
G L
A Y
O U
T
P L
A N
S-130
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1/4"=1'-0"
PLAN - UPSTREAM LANDWALL
0 4' 8'2'
S-530-H1
.7
10'-9"
/8
/4
/8
1'-7"2'-1 3/8 "
3'-8 3/8 "
5'-9 1/2 "
R
S-530-H9
S-529-A7
S-529-H7
S-529-A1
S-530-H5 S-530-H13 S-529-H1
S-528-A1 S-527-A1
P
IN
T L E
PINTLE?
1'-2 1/16 " 3'-2 1/4 " 4'-4 3/4 "
6 1/2 "
S T
A
.7
M J
S T
A
.3
M J
(EL 540.17)
(EL 540.17)
(EL 540.92)
(EL 543.00)
EL 518.65
S-527-A9
MITER GATE NOT SHOWN FOR CLARITY.2.
LANDWALL SHOWN, RIVERWALL SIMILAR OPPOSITE HAND.1.
GENERAL SHEET NOTES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
N E
W W
O R
K
U P
P E
R M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
S-140
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1/8"=1'-0"
PLAN - UPPER LOCK
0 8'4' 16'
L
EL 471.0
23'-3 7/16 "
21'-8 1/4 "
/1
TANGENCY
POINT OF
EL 518.15
EL 518.15 EL 521.15
F L
O W
EL 543.00
EL 543.00
EL 518.15
EL 518.15
T Y P
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
S-340
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
N E
W W
O R
K
U P
P E
R M
IT
E
R G
A T
E R
E C
E S
S
P L
A N
S-150
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 3/8"=1'-0"
PLAN - UPSTREAM LANDWALL
NORTH
PLAN
GATE IN MITER
EL 485.15
F L
O W
EL 488.15
/8
LC
F Q
U O
IN
C
O N
T A
C
F M
IT
E
R C
O N
T A
C T
L
WALKWAY SUPPORTS
C LOCKL
STA 101+13.37
C PINTLEL
GATE IN RECESS
STRUT ARM CONNECTION
LOCKWALL FACE
57'-2 5/16 "
55'-0"
DISTANCE BETWEEN CL OF LOCK AND PINTLE
CONNECTION
STRUT ARM
4'0 2' 8'
/1
S-250
A1
S-355
F9
S-355
A1
S-155
A1
S-152
A1
S-151
A1
S-152
A10
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
A N
C H
O R
A G
E B
A R
S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
P L
A N
S-151
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H1
SCALE: 1 1/2" = 1'-0"
PLAN - QUOIN
A1
SCALE: 1/2" = 1'-0"
PLAN - MITER GATE INSTALLATION - ANCHORAGE BARS
PINTLE?
S-520-A1
EL 540.92
MITER GATE
SEE NOTE 2
GRATING AND MITER GATE WALKWAY NOT SHOWN FOR CLARITY.3.
SHIM MITER GATE QUOIN BLOCK PER SPECIFICATION 02 10 00.2.
PROVIDED BY OTHERS.
MITER GATE, ANCHORAGE, SPLIT EYEBARS, AND LINK PLATE TO BE 1.
GENERAL SHEET NOTES
1' 2'0 6"
PINTLE?
P
IN
T L E
P
IN
T L E
P
IN
T L E
PINTLE?
2 1/2 "
/1
S-350
A1
S-351
A1
H1 S-350
G1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
A N
C H
O R
A G
E B
A R
S
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
P L
A N
S-152
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
LANDWALL LEAF RIVERWALL LEAF
RUBBER SEAL
SEAL PLATE
ROLLER ASSEMBLY
GUIDE ASSEMBLY
TOP GIRDER
LANDWALL LEAF RIVERWALL LEAF
C LOCKL
C SEAL CONTACTL
C LOCK
C ROLLERL
L
C MITER CONTACTL
3 3/4 "
W
HEN
MI
TE
RED
W
IT
H
LOAD
BETW
EEN
ROLL
ER
AND
GUI
DE
APP
ROXI
MAT
ELY
1/
2" G
AP
A1
SCALE: 1" = 1'-0"
PLAN - MITER GUIDE
A10
SCALE: 1" = 1'-0"
PLAN - SEAL
0 1' 2'6" 0 1' 2'6"
ADJUST MITER GUIDES INDEPENDENTLY TO ACHIEVE THE REQUIRED GAPS.4.
BROUGHT INTO THE MITER POSITION WITHOUT HEAVY BUMPING.
AGAINST THE SILL AT MITER POSTION AND THE OPOSING LEAF CAN BE
ADJUST MITER GUIDES SO THAT EITHER MITER GATE LEAF CAN BE UP 3.
SEE SPECIFICATIONS FOR DETAILED COMMISSIONING REQUIREMENTS.2.
FROM WHAT IS SHOWN AFTER FINAL ADJUSTMENT.
DRAWINGS, NOT FIELD MEASUREMENTS. FINAL DEMENSIONS MAY VARY
ALL DIMENSIONS SHOWN ON THIS DRAWING ARE BASE ON REFERENCE 1.
GENERAL SHEET NOTES
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 1" = 1'-0"
DETAIL - STRUT ARM CONNECTION
H1
SCALE: 3" = 1'-0"
SECTION
H9
SCALE: 3" = 1'-0"
SECTION - STRUT PIN
6"0 3" 1'6"0 3" 1'
0 1' 2'6"
HORIZONTAL PIN
SPRING YOKE
STRUT HOOD
KEEPER BAR VERTICAL PIN
SPACER PLATES
BUSHINGS
SWIVEL JOINT
CASTING
THRUST PLATE
SWIVEL JOINT
SPRING YOKE
KEEPER PLATE
HORIZONTAL PIN
BUSHING
STRUT HOOD
A N
S I
X
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
O P
E R
A T
IN
G M
A C
H
IN
E R
Y C
O N
N E
C T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
P L
A N
S-155
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
BOLTS NOT SHOWN FOR CLAIRITY. 2.
STRUT ARM AND PINS TO BE FURNISHED BY THE GOVERNMENT. 1.
GENERAL SHEET NOTES
H9
H1
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
M
IT
E R G
A T
E R
E C
E S
S
U P
S T
R E
A M L
A N
D W
A L L
E L E
V A
T
IO
N
S-205
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
LC
P
IN
T L E
S T
A
A
.7
M J
S T
A
.0
M J
EL 518.82
EL 521.15
EL 543.00
TOP OF SILL
TOP OF WALL
EL 521.15
EL 543.00
TOP OF SILL
TOP OF WALL
A1
SCALE: 1/4"=1'-0"
ELEVATION - UPPER LANDWALL MITER GATE RECESS
0 4' 8'2'
RECESS VOLUME
SEE MACHINERY
S-526-A1
S-526-G1
ARMOR, SEE K1-S-527
BEVEL EXST WALL
PLAN SET
SEE CONTROL STAND
S-525-A1
S-525-H1
ARMOR, SEE 526-A17
BEVEL EXST WALL
S-525-H8
S-525-A8
SIMILAR DETAIL.
BEVEL EXISTING WALL ARMOR AT REMOVAL LIMIT. SEE DETAIL S-526-A17 FOR 1.
GENERAL SHEET NOTES
FLOW
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
S-311
A1
S-313
A9
S-314
A1
S-314
J13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
M
IT
E R G
A T
E R
E C
E S
S
U P
S T
R E
A M R
IV
E R
W A
L L
E L E
V A
T
IO
N
S-210
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P
IN
T L E
S T
A
A
.7
M J
S T
A
.0
M J
EL 518.82
EL 521.15
EL 543.00
TOP OF SILL
TOP OF WALL
EL 518.82
EL 521.15
EL 543.00
TOP OF SILL
TOP OF WALL
0 4' 8'2'SCALE: 1/4"=1'-0"
ELEVATION - UPPER RIVERWALL MITER GATE RECESS
A1
RECESS VOLUME
SEE MACHINERY
S-525-A8
S-525-H1
S-525-A1
S-526-G1
S-526-A1
ARMOR, SEE S-526-A17
ARMOR, SEE K1-S-527
PLAN SET
SEE CONTROL STAND
S-525-H8
FLOW
SIMILAR DETAIL.
BEVEL EXISTING WALL ARMOR AT REMOVAL LIMIT. SEE DETAIL S-526-A1 FOR 1.
GENERAL SHEET NOTES
S-311
A1
S-313
A9
S-314
A1
S-314
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
R E
C E
S S C
O N
F
IG
U R
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N
E L E
V A
T
IO
N
S-250
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
EL 543.00
TOP OF WALL
A1
SCALE: 1/4"=1'-0"
ELEVATION - MITER GATE INSTALLATION RECESS CONFIGURATION
0 4' 8'2'
MITER GATE
A1 S-356
A12 S-356
MITER GATE WALKWAY NOT SHOWN FOR CLARITY.3.
SEE SPECIFICATIONS FOR DETAILED COMMISSIONING REQUIREMENTS.2.
WHAT IS SHOWN AFTER FINAL ADJUSTMENT.
DRAWINGS. NOT FIELD MEASUREMENTS. FINAL DIMENSIONS MAY VARY FROM
ALL DIMENSIONS SHOWN ON THIS DRAWING ARE BASED ON REFERENCE 1.
GENERAL SHEET NOTES
FLOW
/8 C
L R
5 7/16 " CLR
1'- 9/16 " CLR
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
E
F
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B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
S-501-A11
S-501-A1
S-312-A17
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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E
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T E
D B
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E
U P
S T
R E
A M A
N C
H O
R A
G E R
E C
E S
S
S E
C T
IO
N
S-310
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SECTION - PRIMARY ANCHORAGE
G1
SCALE: 3/4" = 1'-0"
SECTION - SECONDARY ANCHORAGE
2'0 1' 4'
TOP OF WALL EL 543.00
EL 540.17
TOP OF WALL EL 543.00
EL 540.17
2'0 1' 4'A1
SCALE: 3/4" = 1'-0"
C ANCHOR EL 541.60L
C PINLC PINL
C PINL C PINL
C ANCHOR EL 541.60
L
ALL REINFORCEMENT TO BE NO. 6 REINFORCING BARS.4.
TOP OF LOCKWALL HORIZONTAL SURFACE.
PROVIDE A MINIMUM 6" OF CLEAR COVER BETWEEN REINFORCEMENT AND 3.
PROVIDE 180° STANDARD HOOK ON ALL REINFORCEMENT ANCHORS.2.
PERPENDICULAR TO CONCRETE SURFACE.
EMBED REINFORCEMENT ANCHORS A MIN. 15" IN EPOXY GROUT. EMBED 1.
GENERAL SHEET NOTES
(2) ROWS (2) ANCHORS EVENLY SPACED
2 ROWS (3) ANCHORS
EVENLY SPACED (2) ROWS (2 ANCHORS) THRU BASEPLATE
8'-2"2'-7"
3" CHAMFER
/8
2'-0"1'-6"
(2) ROWS (2) ANCHORS EVENLY SPACED
(2) ROWS (2 ANCHORS) THRU BASEPLATE
3" CHAMFER
2'-7"8'-2"
1'-6 1/8 "
1'-6 1/8 "
1'-6 1/8 "
1'-6 1/8 "
(2) ROWS (5) ANCHORS EVENLY SPACED
1'-6"2'-0"
SHEET KEYNOTES
TO INSTALLING POST-TENSIONING ANCHORS.
31 00 OF THE SPECIFICATIONS. ALLOW GROUT TO CURE TO 2000 PSI PRIOR
PROVIDE NON-SHRINK GROUT PAD IN ACCORDANCE WITH SPECIFICATION 03 2.
ANCHOR AND GROUT INSTALLATION.
MANUFACTURER, MIN 3-1/2" Ø. SEE SPECIFICATION SECTION 31 68 13 FOR
HOLE DIAMETER FOR ANCHORS TO BE AS RECOMMENDED BY THE GROUT
PROOF LOADING PROCEDURES. PLACE ANCHORS USING TWO-STAGE GROUT.
TENSION ANCHORS BASED ON A DESIGN LOAD OF 90 KIPS. FOLLOW PTI
12'-0" WITH THE BOTTOM 7'-0" BONDED AND THE TOP 5'-0" UNBONDED. POST-
1 3/4" Ø ASTM A722, TYPE II ANCHOR RODS. EMBED INTO EXISTING CONCRETE 1.
B
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D B
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K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
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S
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A T
E
S
IZ
E
M A
R K
D E
S C
R
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N D
A T
E
SHEET ID
/2
/2
A N
S I
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L
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A T
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N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
R
IE
N F
O R
C
IN
G
M
IT
E R G
A T
E A
N C
H O
R A
G E
S E
C T
IO
N
S-311
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SECTION - ANCHORAGE
2'0 1' 4'A1
SCALE: 3/4" = 1'-0"
10 SPACES @ 1'-6"= 15'-0"5'-6 15/16 "6" CLR
1'-6"
J1
SCALE: 3/8" = 1'-0"
SECTION - PRIMARY ANCHORAGE
4'0 2' 8'
A11
SCALE: 3/8" = 1'-0"
SECTION - SECONDARY ANCHORAGE
4'0 2' 8'
EL 543.00
TOP OF WALL
EL 543.00
TOP OF WALL
PARAGRAPH 1.4 FOR REQUIREMENTS.
END OF THE FIRST DEWATERING. SEE SPECIFICATION SECTION 01 14 00
MITER GATE ANCHORAGE CONCRETE STRENGTH IS CRITICAL PRIOR TO 6.
ALL REINFORCEMENT TO BE #6 REINFORCING BARS. 5.
TOP OF LOCKWALL HORIZONTAL SURFACE.
PROVIDE A MINIMU 6" OF CLEAR COVER BETWEEN REINFORCEMENT AND 4.
PROVIDE 180° STANDARD HOOK ON ALL REINFORCEMENT ANCHORS.3.
PERPENDICULAR TO CONRETE SURFACE.
EMBED REINFORCMENT ANCHORS A MIN 15" IN EPOXY GROUT. EMBED 2.
UPSTREAM LANDWALL SHOWN. RIVERWALL SIMILAR, OPPOSITE HAND.1.
GENERAL SHEET NOTES
4 SPACES @ 6" = 6'-0"
PRIMARY ANCHORAGE
SECONDARY ANCHORAGE
J1
A11
B
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E
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B M
IT
T E
D B
Y
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E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
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S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
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IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
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IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E
U P
S T
R E
A M A
N C
H O
R A
G E R
E C
E S
S
S E
C T
IO
N
S-312
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 3/4" = 1'-0"
SECTION - SECONDARY ANCHORAGE
A9
SCALE: 3/4" = 1'-0"
SECTION - PRIMARY ANCHORAGE
F9
SCALE: 3/4" = 1'-0"
SECTION - PRIMARY ANCHORAGESECTION- SECONDARY ANCHORAGE
F1
SCALE: 3/4" = 1'-0"
LANDWALL AS SHOWN. RIVERWALL SIMILAR, OPP HAND.1.
GENERAL SHEET NOTES
2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
2'0 1' 4'
S T
A
EL 543.00
TOP OF WALL
EL 543.00
TOP OF WALL
EL 543.00
TOP OF WALL
S T
A
B O
N D L
E N
G T
H U
N B
O N
D E
D L
E N
G T
H
G R
O U
T
O V
AFTER TENSIONING
PROVIDE LOCK NUT
BASE PLATE
GROUT PAD
A17
SCALE: 3/4" = 1'-0"
SECTION - ANCHOR TYPICAL
2'0 1' 4'
EL 543.00
TOP OF WALL
1'-8" 1'-4"
#6 TYP
3'-8 3/8 "2'-9 3/4 "
2'-2"1'-7"
#6 TYP
#6 TYP#6 TYP
3" GROUT PAD
3" GROUT PAD
4'-4 11/16 "
S-530-A1
S-530-A9
S-530-A5
S-530-A13
ANCHORAGE?
3'-0" 1'-10 3/16 "
ANCHORAGE?
B
C
D
E
F
G
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K
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N
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S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
O
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
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T
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A
T
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N
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
O N
E S
C O
N C
R E
T E
U P
S T
R E
A M
Q U
O
IN
S E
C T
IO
N
S-313
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W
E K
R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
/4
3'-11 1/4 " 6'-11 3/4 "
/1
/8
/4
/1
/1
/8
6'-6 1/4 "
6 1/2 "
1'-6 13/16 "
3'-2 1/16 "
'-0 " M
IN
2' -6
2'-6" 1'-0"
C
L R
EL 518.65
EL 519.48EL 520.81
EL 520.81 EL 519.48
EL 518.65
LANDWALL AS SHOWN, RIVERALL SIMILAR OPP HAND.3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 540.902.
INSTALL PINTLE SHOE (S-511-A1) FULLY SEATED INTO PINTLE BASE (S-510-A1).1.
GENERAL SHEET NOTES
S-511-A1
S-510-A1
#4 BARS
#4 TIE
A
.3
M J
A9 H9
(2) #8 BARS
CONCRETE
SECOND STAGE
NUT FOR ADJUSTMENT.
STAGE CONCRETE PROVIDE DOUBLE
1'-8" IN EPOXY GROUT PROIR TO FIRST
(4) Ø 1" ASTM F1554 GR105 EMBEDDED
S-520-A1
PINTLE BASEIN EPOXY GROUT
(4) #8 EMBEDDED 1'-6"
T
IE
S
P A
C E
S
T
IE
S
P A
C E
S
EL 518.65
PINTLE BEARING
EL 540.90
EL 543.00
TOP OF WALL
A1
SCALE: 1/2" = 1'-0"
SECTION
A9
SCALE: 1/2" = 1'-0"
SECTION
H9
SCALE: 1/2" = 1'-0"
SECTION - RIENFORCEMENT
0 2' 4'1'
0 2' 4'1'0 2' 4'1'
PINTLE SHOE
S-510-A1
S-511-A1
S T
A
.3
M J
PINTLE�
4'-4 3/4 "
S-527-A15
SHEET KEYNOTES
ALL (7) BARS.
TOP TWO ROWS TO BE MIN 1'-6" TO ENGAGE 2ND STAGE CONCRETE. TYP OF 2.
SPECIFICATIONS PRIOR TO PLACING SECOND STAGE CONCRETE.
ADJUST QUOIN FRAME TO MITER GATE CONTACT BLOCK PER TOLERANCES IN 1.
P
IN
T L E
P
IN
T L
B
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B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
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S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
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T
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E
U P
S T
R E
A M A
N C
H O
R A
G E R
E C
E S
S
S E
C T
IO
N
S-314
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A1
SCALE: 3/4" =1'-0"
SECTION
2'0 1' 4' A13
SCALE: 3/4" =1'-0"
SECTION
2'0 1' 4'
MINIMUM 4" CLR COVER FOR ALL REINFORCEMENT. 1.
GENERAL SHEET NOTES
/4
/4
20'-5 1/8 "
66'-7 1/8" TO ? OF PINTLE
P
IN
T L E
VERTICAL
#6 BARS @ 2'-0"
1'-3" IN EPOXY GROUT
#6B @ 2'-0" EMBEDDED
VERTICAL SPACING
#6 BAR @ 2'-0"
VERTICAL AND HORIZONTAL
#6 BARS @ 12" O.C
#6 BARS @ 12" O.CVERTICAL SPACING
#6 BARS @ 2'-0"
VERTICAL AND HORIZONTAL
AND EPOXIED @ 2'-0" O.C.
#6 BARS DRILLED
/4
P
IN
T L E
64'-3 5/16" TO ? OF PINTLE
B
C
D
E
F
G
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J
K
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M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
C O
N C
R E
T E
U P
S T
R E
A M S
IL
L
S E
C T
IO
N
S-340
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
4'-4 9/16 "1'-10 3/8 "VARIES
C L
R
1'-9 11/16 "
C L
R
6" CLR
C L
R
6" CLR
(5 B
A R
S E
V E
N L Y
S P
A C
E D E
M B
E D
D E
D I
N E
P O
X Y G
R O
U T
O C A
L O
N G
L E
N G
T H O
F S
IL
L
1'-8"
1’-2” EMBED 1’-8” IN EPOXY GROUT
ASTM F1554 GR 105 THREADED ROD @
REQUIREMENTS.
DEWATERING. SEE SPECIFICATION SECTION 01 14 00 PARAGRAPH 1.4 FOR
SILL CONCRETE STRENGTH IS CRITICAL PRIOR TO END OF THE SECOND 7.
SECOND STAGE CONCRETE.
REQUIREMENTS. HIGH EARLY STRENGTH CONCRETE MAY BE USED FOR
SEE SPECIFICATION SECTION 01 14 00 FOR CONCRETE STRENGTH 6.
REINFORCEMENT FABRICATION.
SURVEY ELEVATION OF SILL AND TOP OF FLOOR SLAB PRIOR 5.
ADJUSTMENTS. SHIMS MAY BE USED.
DO NOT WELD THE FACE OF THE SILL BEAM PLATE FOR LIFTING OR 4.
HAVE BEEN INSTALLED.
FULL MITER, AFTER MITER GATES HAVE BEEN LEVELED AND ALL SHIMS
SPECIFICATIONS 02 10 00. ADJUST SILL BEAM WITH THE MITER GATES IN
LOCATE MITER GATE SEAL PLATE TO THE TOLERANCES PROVIDED IN 3.
UPSTREAM ANCHOR RESPECTIVE TO SILL RADIUS.
MEASURE MIN. SPACING FROM DOWNSTREAM FACE OF SILL. FAN
EMBED ALL BARS IN EXISTING SILL PRIOR TO FIRST STAGE CONCRETE. 2.
EL 521.15.
INSTALL MITER GATE SEAL PLATE S-530-A1 SUCH THAT THE TOP IS AT 1.
GENERAL SHEET NOTES
0 1' 2'6"
M
IN
6" CLR
AT BOTH ENDS. SEE NOTE 2.
#6B @ 1'-0" USE 180° HOOKS
#6 @1'-0" CONCRETE
SECOND STAGE
#6 BARS @ 1'-0" OC
EMBED 1'-8" IN EPOXY GROUT.
@2'-0" ALONG WIDTH OF SILL, WHERE ABLE.
(2) #8B @ 1'-0" ALONG LENGTH OF SILL AND
SEE NOTE 2.
EMBED 1'-8" IN EPOXY GROUT
#8 B @ 1’-0” ALONG LENGTH OF SILL.
S-531-A1
A1
SCALE: 1" = 1'-0"
SECTION - SILL
FLOW
S-341
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
U P
S T
R E
A M
S
IL
L C
O N
C R
E T
E
S E
C T
IO
N
S-341
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
TERMINATE LONGITUDINAL BARS WITH A STANDARD 90° OR 180° HOOK.2.
SURFACE.
DRILL AND EPOXY BARS PERPENDICULAR TO THE IDENTIFIED CONCRETE 1.
GENERAL SHEET NOTES
A1
SCALE: 3/16" = 1'-0"
SECTION - UPSTREAM SILL RIENFORCEMENT
8'0 4' 16'
J1
SCALE: 3/4" = 1'-0"
SECTION - UPSTREAM SILL BEAM
2'0 1' 4'
F L
O W
EMBED PERPENDICULAR TO SILL
#6 BARS @ 1'-0"
#6B @ 1'-0"
SEE NOTE 1
F L
O W
S-521-J1
GRIND FLUSH AFTER CURING
SEE SPECIFICATIONS 05 59 20.
BEAMS, FILL WITH METAL EPOXY.
AFTER FINAL PLACEMENT OF SILL
1/2 "
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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B M
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D B
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C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
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U E D
A T
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S
IZ
E
M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
/2
/2
J1
B
C
D
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F
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B M
IT
T
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B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
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S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
JO
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
C H
O R
A G
E B
A R
C O
N N
E C
T
IO
N
S E
C T
IO
N
S-350
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K R
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
FIELD BASED ON MITER GATE ADJUSTMENTS.
DIMENSIONS ARE THEORETICAL FINAL DIMENSIONS TO BE DETERMINED IN 4.
GRATING NOT SHOWN FOR CLARITY.3.
GOVERNMENT.
5-PIN ANCHORAGE ASSEMBLY FURNISHED AND INSTALLED BY THE 2.
LAND WALL AS SHOWN RIVER WALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
5'-9"2'-5"
GUDGEON PIN� PIN� ANCHORAGE PIN�
ANCHORAGE EYEBAR WITH SPLIT NUT
5-PIN ASSEMBLY
EL 540.12
EL 540.87
ANCHORAGE
SECONDARY�
SEE NOTE 4
S-501-A1
TOW EL 543.0
/8
GUDGEON PIN� PIN� ANCHORAGE PIN�
5'-9" 2'-5"
SEE NOTE 4
S-501-A1 ANCHORAGE EYEBAR WITH SPLIT NUT
5-PIN ASSEMBLY TOW EL 543.0
/8
ANCHORAGE
PRIMARY�
S-520-A1
EL 540.87
A1
SECTION - PRIMARY ANCHORAGE
1 1/2"=1'-0"SCALE:
G1
SECTION - SECONDARY ANCHORAGE
1 1/2"=1'-0"SCALE:
1' 2'0 6"
1' 2'0 6"
EL 540.87
EL 540.12
S-501-A11
B
C
D
E
F
G
H
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L
M
N
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S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
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N D
A T
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SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
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N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E R G
A T
E I
N S
T A
L L
A T
IO
N
S E
C T
IO
N
S-351
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
TOP OF WALL
ASSEMBLY
GRATING SUPPORT
WALKWAY
MITER GATE
BEARING ANGLE
MITER GATE WALKWAY
S-529-H7.
THE GRATING SUPPORT. SEE PARTS S-527-A9, S-529-A1, S-529-A7, S-529-H1
MITER GATE WALKWAY BEARING ANGLE TO HAVE CONTINIOUS SUPPORT TO 1.
GENERAL SHEET NOTES
EL 543.00
A1
SCALE: 3" = 1'-0"
SECTION
6"0 3" 1'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SILL BEAM
BEARING PLATE
MITER GATE
PINTLE SHOE
PINTLE SOCKET
CHAMBER FACE
NOT TO PROTRUDE PAST
MITER GATE RUB RAILS
PINTLE SHOEPINTLE BASE
PINTLE
PINTLE SOCKET
PINTLE BEARING EL 518.65
MITER GATEMITER GATE BEARING PLATE SILL BEAM
A1
SCALE: 1/2" = 1'-0"
SECTION
A9
SCALE: 1/2" = 1'-0"
SECTION
F9
SCALE: 1/2" = 1'-0"
SECTION
REINFORCEMENT NOT SHOWN FOR CLARITY.3.
SEE SPECIFICATIONS 01 91 00 FOR COMMISSIONED REQUIREMENTS.2.
SEE SPECIFICATIONS 02 10 00 FOR MITER GATE ADJUSTMENT TOLERANCES.1.
GENERAL SHEET NOTES
0 2' 4'1'
0 2' 4'1' 0 2' 4'1'
A N
S I
X
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E R G
A T
E I
N S
T A
L L
A T
IO
N
S E
C T
IO
N
S-355
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
LOCK CHAMBER FACE LOCK WALL
EL 521.15
TOP OF SILL
EL 521.15
B
C
D
E
F
G
H
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K
L
M
N
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S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E R G
A T
E I
N S
T A
L L
A T
IO
N
S E
C T
IO
N
S-356
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
/1
C
L R
4 5 /16 " C
LR
FLOWFLOW
FENDERFENDER
BLOCK
MITER
GUIDE
MITER
7 7/16 " CLR
/1
C
L R
A1
SECTION
1/2"=1'-0"SCALE:
A12
SECTION
1/2"=1'-0"SCALE:
SEE SPECIFICATIONS FOR DETAILED COMMISSIONING REQUIREMENTS.2.
WHAT IS SHOWN AFTER FINAL ADJUSTMENT.
DRAWINGS, NOT FIELD MEASUREMENTS. FINAL DIMENSIONS MAY VARY FROM
ALL DIMENSIONS SHOWN ON THIS DRAWING ARE BASED ON REFERENCE 1.
0 2' 4'1' 0 2' 4'1'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
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N N
O
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S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
A S
S E
M B
L Y
M
IT
E R G
A T
E A
N C
H O
R A
G E
D E
T A
IL
S-501
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
MAXIMUM THICKNESS OF MATERIAL REMOVAL TO BE 1/8".
SPOT FACING TO FACILITATE INSTALLATION OF BOLTS IS ACCEPTABLE. 6.
ALL CJP WELDS IN ACCORDANCE WITH SPECIFICATION 05 59 20. 5.
MEMBERS.
ALL MITER GATE ANCHORAGE MEMBERS ARE FRACTURE CRITICAL 4.
PAINT SYSTEM PER SPECIFICATION 09-97-02.
UNDER MASK SLIP-CRITICAL PAINT PRIMER TO ENSURE BONDING OF VINYL 3.
STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS," 2020.
CLASS B COATING IN ACCORDANCE WITH RCSC "SPECIFICATION FOR
FOR SLIP-CRITICAL JOINTS, FAYING SURFACES MUST BE COATED WITH A 2.
ALL BOLTED CONNECTIONS ARE SLIP-CRITICAL JOINTS, UNO. 1.
GENERAL SHEET NOTES
S-503-A1
S-503-H9
S-503-A9
S-502-E11 S-502-A1
S-502-A15
S-502-J1
S-502-J9
S-502-J5
S-503-H1S-502-A11S-503-A15
S-502-J1
S-503-H1
S-502-A15
S-502-J1
S-503-H1
S-502-A15
S-503-A1
S-503-H1
S-504-H1
S-502-E11
S-504-A9S-502-A11
S-502-A1
S-502-A15
S-502-J1
S-502-J9
S-502-J5
S-503-H1
A1 E
1/2"=1'-0"SCALE:
ELEVATION - PRIMARY MITER GATE ANCHORAGE ASSEMBLY
A11
E
1/2"=1'-0"SCALE:
ELEVATION - SECONDARY MITER GATE ANCHORAGE ASSEMBLY
G1 P
1/2"=1'-0"SCALE:
PLAN - PRIMARY MITER GATE ANCHORAGE ASSEMBLY
G11
P
1/2"=1'-0"SCALE:
PLAN - SECONDARY MITER GATE ANCHORAGE ASSEMBLY
0 2' 4'1'
0 2' 4'1' 0 2' 4'1'
0 2' 4'1'
CJP
CJP
CJP
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E R G
A T
E A
N C
H O
R A
G E
D E
T A
IL
S-502
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
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N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
11.000"
10.125"
S-502-A1
FN2 FIT WITH
S-503-G1
RC7 FIT WITH
1/16 "
R
CHAMFER
1/16" x 1/8"
CHAMFER
1/16" x 45°
/2
SIDE
TOP
1'-3"
9/16 " CSNK
45°
1'-1" B C
9/16 " CSNK
1' -3
1'-1" B C
45°
125 125 125
TOP
SIDE
CHAMFER
1/16" x 45°
/2
11.000"
9.875"
S-502-A1
FN2 FIT WITH
S-503-G1
RC7 FIT WITH
1/16 "
R
CHAMFER
1/16" x 1/8"
J1 S-502-J2
1 1/2"=1'-0"SCALE:
J5
S-502-J5
1 1/2"=1'-0"SCALE:
J9 S-502-J9
1 1/2"=1'-0"SCALE:
SIDE
TOP
CHAMFER
1/8" x 45°
/2
/2
1'-2"
1'-0"
INSIDE BORE
NO PAINT
10"
S-503-G1
RC9 FIT WITH
A1 S-502-A1
SCALE: 3"=1'-0"
A11 S-502-A11
SCALE: 3"=1'-0"
A15 S-502-A15
SCALE: 3"=1'-0"
E11 S-502-E11
SCALE: 3"=1'-0"
1'-1"
R
1'-1" B C
FN2 FIT WITH S-502-J1 AND S-502-J5
Ø 11.000"
.5
.5
45°
'-2
R
2 1/2" PL
1 1/8 "
1" DEEP (4 LOCATIONS)
DRILL AND TAP 1/2"-13 UNC,
SEE NOTE 2
1 1/2" DEEP (2 LOCATIONS)
DRILL AND TAP 3/4"-10 UNC,
2'-6 3/16 "
8 SP @ 1 1/2" = 1'-0" 1 1/2 "
S
P /2
/2
3"3"3"
1'-0"
1 1/8 "
(1) 3" PL
(2) 4" PL
/2
1/4 "
2" 1'-3 1/4 " 2"
/8
1'-7 3/4 "
/2
2 3/4 "
2 3/8 "
1 1/4 "
1'-6 1/2 "
/1
/1
1 1/8 "
1 3/4" PL
2" 6 SP @ 3" = 1'-6" 4 1/2 " 8 SP @ 1 1/2" = 1'-0"
3'-2"
BRONZE UNS 95400
ASTM B148 ALUMINUM
BUSHING41S-502-J98
BRONZE UNS 95400
ASTM B148 ALUMINUM
BUSHING41S-502-J57
BRONZE UNS 95400
ASTM B148 ALUMINUM
BUSHING41S-502-J16
ASTM A709 GR50 F2SPLICE PLATE82S-502-E115
ASTM A36KEEPER PLATE41S-502-A154
ASTM A709 GR50 F23" SPACER PLATE41S-502-A11-23
ASTM A709 GR50 F24" SPACER PLATE82S-502-A11-12
ASTM A709 GR50 F2EYE BAR82S-502-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
BILL OF MATERIALS
3/4"-10 UNC HOLES ARE FOR TOP EYE BAR ONLY.2.
-SPACER
-PIN
-BUSHING
PARTS TO RECIEVE NO PAINT:1.
GENERAL SHEET NOTES
SHEET KEYNOTES
ALL SURFACES TO HAVE A 125 MICRO-INCH FINISH EXCEPT AS INDICATED.1.
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
6"0 3" 1'
6"0 3" 1'6"0 3" 1'6"0 3" 1'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
A N
C H
O R
A G
E
M
IT
E R G
A T
E
D E
T A
IL
S-503
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
-6 UNC-2B 32
/4
10.125"
10.000"
9.875"
S-502-J5
RC7 FIT WITH
S-502-J1
RC7 FIT WITH
S-502-J9
FN1 FIT WITH
/8
/8
/8
/8
/4
" x 45° CHAMFER8
TOP
SIDE
H1 S-503-H1
SCALE: 1 1/2" = 1'-0"
/4
-6 UNC-2B2
H5 S-503-H5
SCALE: 1 1/2" = 1'-0"1' 2'0 6" 1' 2'0 6"
1'-9 1/8 " 2'-7 1/2 "
2'-0 11/16 "
1'-10 5/8 "
/2
/8
/2
/8
11" R
2'-6"
R
2" R
1 3/4" PL
H9 S-503-H9
SCALE: 1 1/2" = 1'-0" 1' 2'0 6"
A1 S-503-A1
SCALE: 1 1/2" = 1'-0"
A9 S-503-A9
SCALE: 1 1/2" = 1'-0"
A15 S-503-A15
SCALE: 1 1/2" = 1'-0" 1' 2'0 6"1' 2'0 6"1' 2'0 6"
2'-0"
4'-11 1/2 "
/1
/1
6" 10 11/16 " 1'-1 5/16 " 2'-0"
/1
/1
2 1/2" PL
[FCM]
2"6 SP. @ 3" = 1'-6"
4'-6 3/8 "
1 1 /8 "
/8
2'-7 3/4 "
2'-6"
R3 /8
2 1/2" PL
9 1/4 " R
1 3/4" PL
/8
6 13/16 "
/8
ASTM A709 GR50 F2WEB21S-503-H9
ASTM A489EYE BOLT41S-503-H5
ASTM A709 GR50 F2PIN41S-503-H1
ASTM A709 GR50 F2FLANGE21S-503-A15
ASTM A709 GR50 F2FLANGE21S-503-A9
ASTM A709 GR50 F2BASE PLATE41S-503-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BILL OF MATERIALS
2"6 SP. @ 3" = 1'-6"
2'-11 11/16 "
MT 100% OF BENT SURFACES ON S-503-A9 AND S-503-A151.
GENERAL SHEET NOTES
Ø 4"Ø 2"
/4
S I
D
S O
L
IC
IT
A
T
IO
N
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
O N
E S
S H
E A
R K
E Y
M
IT
E R
G A
T E
A N
C H
O R
A G
E
D E
T A
IL
S-504
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W
E K
R
1'-9 1/8 " 4'- 5/8 "
/2
/2
/8
3'-5 13/16 "
3'-3 3/4 "
11"
R
2'-6"
R
1 3/4" PL
1 3/4" PL
2" R
5'-11 1/2 "
6 SP. @ 3" = 1'-6" 2"
1 1 /8
1 3/4" PL
1 3/4" PL
1 3/4" PL
2'-6"
R 9 1/4 "
R
/8
2'-7 3/4 "
/8
6 13/16 "
/8
4'-4 13/16 "
6 SP. @ 3" = 1'-6" 2"
ASTM A709 GR50 F2WEB21S-504-H1
ASTM A709 GR50 F2FLANGE21S-504-A9
ASTM A709 GR50 F2FLANGE21S-504-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
MATERIAL SCHEDULE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
H1 S-504-H1
1 1/2"=1'-0"SCALE:
A1 S-504-A1
1 1/2"=1'-0"SCALE:
A9
S-504-A9
1 1/2"=1'-0"SCALE:
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
MT 100% OF BENT SURFACES ON S-504-A1 AND S-504-A91.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
T L E B
A S
E
D E
T A
IL
S-510
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A13
SCALE: 1" = 1'-0"
SECTION
DETAIL - ISOMETRIC
G15
S-510-A1 - PINTLE BASE
2'0 1' 4'
2'0 1' 4'
0 1' 2'6"
SHEET KEYNOTES
SPECIFIED DIMENSIONS ARE FINAL DIMENSIONS. RECOMMEND INCREASING FORM LIMITS AND MACHINE TO SPECIFIED DIMENSION.2.
SURFACE TO BE FINISHED TO A MINIMUM OF 125 MICRO-INCH.1.
60°
S
P
15°
45°
7°
/8
/4
/8
2'-0"3'-6"2'-5"
7'-11"
/8
/4
/8
2'-6 13/16 "
60°
S
P
30° 30°
'-4 /2
R
'-6 /2
R
1'-4 1/2 "
R
2'-6"
1'-1"
/2
2"
1'-1 1/2 "
/2
2"
2'-5" 1'-3 1/2 "
5'-6"
/2
/2
BOTTOM
FRONT
TOP
LEFT RIGHT
1" T Y P
R
Ø 2'-1"
Ø 3" TYP
1 1
1/16 "
/8
ORIGIN OF RADIUS IS DIFFERENT THAN Ø 6" CORE.1.
GENERAL SHEET NOTES
ASTM A148 GR80-53PINTLE PLATE
1 OPP HAND
1 AS SHOWN
1S-510-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
A14
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
T L E S
H O
E
D E
T A
IL
S-511
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SECTION
SCALE: 1 1/2" = 1'-0"
L1
T
Y P
R ½" TYP
A1
SCALE: 1 1/2" = 1'-0"
S-511-A1 - PINTLE SHOE
1 1/2 " Ø
+0.037
+0.017
+0.015
+0.007
-0.020
-0.008
+0.037
+0.017
F
IN
IS
H O
F S
U R
F A
C E
M
IN
L
IM
IT
.0
.0
-0 .0
.0
A13
SCALE: FULL
DETAIL
J13
SCALE: FULL
DETAIL
BILL OF MATERIALS
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
21S-511-A11 ASTM A27 GR65-35PINTLE SHOE
SHEET KEYNOTES
SURFACES TO BE MACHINE FINISHED TO A MINIMUM OF 125 MICRO-INCH.1.
0.05' Ø
1.75 Ø'
2.25 Ø'
2.75 Ø'
.3
.2
.5
0.500"
-0 .0
-0 .0
-0.016
-0.010
1"
/8
/4
/1
/2
/2
R
1/2 "
R
1" R
1/16 "
7/16 "
/2
/1
3/
1' 2'0 6"
1' 2'0 6"
0 1" 2"1/2"
0 1" 2"1/2"
A13
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
/2
/2
S-521-G7
TYP.
S-522-G11
S-521-A12
S-522-G11
TYP.
S-521-G7
TYP.
S-521-A1
S-521-A7
S-521-A16
S-521-G1
S-522-A1
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
O N
E S
A S
S E
M B
L Y
Q U
O
IN
B
L O
C K
D E
T A
IL
S-520
A .R
O D
R
IG
U E
Z
C .D
E L
O
IW
L D
S .C
A M
P
IO
N
MGINSTALL
W E
K
R
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SECTION
A15
S-520-A1
Ø1" BOLTS (7) ؾ" BOLTS (4)
/8
/8
/1
/4
3"
1"
2'-10"
1'-7 3/4 "
F A
C E
C O
N T
A
L
C CONTACT FACEL
MILL TO BEAR
MATCHLINE FOR
.8
PAINT
FRONT
TOP ISOMETRIC
RIGHT
1' 2'0 6" 1' 2'0 6"
5/16
5/16
1/4
1/2
5/16
TYP
1'-5"1'-5"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T N
O
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N…
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