A22-PLAN_SET_SOL-2022-03-28-MGINSTALL.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This federal contract opportunity solicitation seeks proposals for lock rehabilitation work at the Illinois River Basin Dresden Island Lock and Dam located in Morris, Will County, Illinois. The base work includes the installation of a government furnished miter gate, replacement of miter gate machinery and electrical systems, and dewatering of the lock chamber. An optional scope of work involves fairlead and checkpost replacement. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Rock Island under number W912EK22R0008. Responses are due based on the standard FAR solicitation process and award will be made to the responsible offeror whose proposal follows the solicitation instructions and is most advantageous to the Government.
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of Engineers
US Army Corps
LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
PLAN SET: MITER GATE INSTALLATION
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MGINSTALL
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD304
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD303
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD302
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD301
ELEVATION - UPSTREAM LANDWALL DEMOLITIONSD201
PLAN - UPSTREAM LANDWALL METALS REMOVAL AND CONCRETE DEMOLITIONSD101
DETAIL - COVER PANELS S-542
DETAIL - COVER PANELS S-541
DETAIL - COVER PANELS S-540
DETAIL - COVER PANEL B S-532
DETAIL - COVER PANEL B S-531
DETAIL - COVER PANEL A S-530
DETAIL - HANDRAIL S-521
DETAIL - HANDRAIL S-520
DETAIL - LADDER S-519
DETAILS - PARTS STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-518
DETAILS - PLAN AND ELEVATION STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-517
DETAILS - ISOMETRIC STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-516
DETAIL - ISOMETRIC STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-515
DETAILS - COVER PANEL EDGE BEARINGSS-513
DETAIL - COVER PANEL LAYOUT S-511
DETAIL - STRUT ARM PIT OPENING COVER PLATES-510
DETAILS - COVER FRAME DIAPHRAGM S-509
DETAILS - COVER FRAME DIAPHRAGMS ASSEMBLY S-508
DETAILS - COVER FRAME BEAMS S-507
DETAILS - COVER BEAM AND STANDARD BEARINGS S-506
DETAILS - ANCHORED BEARINGS S-505
DETAILS - MACHINERY SUPPORT BRACKET S-503
DETAILS - MACHINERY SUPPORT BRACKET ASSEMBLY S-502
DETAILS - LAYOUT COVER BEAM AND FRAME S-501
SECTION - UPSTREAM LANDWALL S-304
SECTION - UPSTREAM LANDWALL S-303
SECTION - UPSTREAM LANDWALL S-302
SECTION - UPSTREAM LANDWALL S-301
ELEVATION - UPSTREAM LANDWALL S-201
PLAN - UPSTREAM LANDWALL LOWER LEVEL CONCRETE AND REINFORCEMENTS-104
PLAN - UPSTREAM LANDWALL MID-LEVEL CONCRETE AND REINFORCEMENTS-103
PLAN - UPSTREAM LANDWALL PIT WALLS CONCRETE AND REINFORCEMENTS-102
PLAN - UPSTREAM LANDWALL PIT COVER PANELS, SUPPORTS, AND CONCRETES-101
ENLARGED - PLAN UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD401
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD301
PLAN - UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD101
DETAILS - GEAR ROLLERS M-542
DETAILS - ROLLER BASE M-541
CRANK GEAR ROLLER SUPPORTS M-540
DETAILS - BEARING M-532
DETAILS - BEARING PEDESTAL M-531
PINION BASE M-530
DETAILS - CRANK GEAR BASE M-522
DETAIL - CRANK GEAR BASE M-521
ASSEMBLY CRANK GEAR BASE M-520
MITER GATE MACHINERY M-401
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-303
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-302
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-301
PLAN - UPSTREAM LANDWALL MITER GATE MACHINERYM-101
COVER SHEET G-001
SHEET TITLESHEET ID
SHEET INDEX
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A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM
STA 34+88.00
MJ
STA 34+41.77
MJ
EL 461.65
GATE SILL
UPPER MITER
STA 34+41.77
MJ
STA 34+88.00
MJ
OVERLAPPING WORK
VOLUME FOR
SEE VALVE RECESS
VALVE RECESS
0 8'4' 16'
EL 471.0
EL 471.0
EL 510.0
EL 510.0
EL 470.0
EL 471.0
EL 510.0
I-WALL LANDWALL
BEDROCK
LANDWALL)
(TYP I-WALL AND
NEW ANCHORAGE BARS
GOVERNMENT TO INSTALL
(TYP BOTH I-WALL AND LANDWALL)
CONTRACTOR TO INSTALL NEW SILL BEAM
RECESS
MITER GATE
CHAMBER
LOCK
VOLUME
SEE BUBBLER
CONTROL STAND
OVERLAPPING WORK
VOLUME FOR
SEE VALVE RECESS
VALVE RECESS
STAND VOLUME
SEE CONTROL
VOLUME
SEE ELECTRICAL
RECESS VOLUME
SEE MG MACHINERY
F L
O W
RECESS VOLUME
SEE MG MACHINERY
VOLUME
SEE ELECTRICAL
N
(TYP LANDWALL AND I-WALL)
MITER GATE OPERATING MACHINERY
CONTRACTOR RECONNECT EXISTING
MITER GATE RECESS
SEE S-S150
NEW MITER GATE LEAF
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
S-110
A1
S-111
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PLAN - INTERMEDIATE WALL
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GRATING AND HANDRAIL NOT SHOWN FOR CLARITY.2.
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
FLOW
VOLUME
MACHINERY
SEE MG
STAND VOLUME
SEE CONTROL
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SEE
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SEE VALVE
N
64'- 1/16 "
69'-1 1/16 "
2'-5"
/1
/1
/1
C PINTLEL
C PINTLEL
S-310
F1
S-312
G1
S-312
G8
S-313
A1
S-210
A1
S-310
A1
S-130
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.0
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.0
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MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
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SEE CONTROL
SEE MG MACHINERY PLAN SET
SEE BUBBLER PLAN SET
SEE ELECTRICAL PLAN SET
SEE VALVE RECESS PLAN SET
OPPOSITE HAND
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C PINTLEL
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69'-1 1/16 "
/1
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W E
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INTERMEDIATE WALL SHOWN. LANDWALL SIMILAR, OPPOSITE HAND.2.
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
FLOW
A1
SCALE: 1/2" = 1'-0"
PLAN - INTERMEDIATE WALL
0 2' 4'1'
S-528-H1
S-529-G13
S-528-A1
S-529-G1
S-529-G9
S-528-A15
S-526-A1
S-526-A9
S-529-A9
S-526-A15
S-525-A14
EL. 510.0
EL. 507.9
EL. 507.2
EL. 485.6
EL. 507.2
S-312
G1
S-312
G8
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MGINSTALL
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SCALE: 3/16"=1'-0"
PLAN - UPSTREAM SILL
EL 471.0
I-WALL LANDWALL
MITER GATES NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
F L
O W
N
23'-11 3/16 "
'-6
R
/4
'-6
R
21'-2 1/4 "
/8
POINT OF TANGENCY
EL 487.86EL 485.15
EL 510.00
EL 485.15
EL 510.00
'-6
R
MITER GATE SILL BEAM
S-340
A1
S-340
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IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E
C E
S S
E D A
N D M
IT
E
R G
A T
E O
R
IE
N T
A T
IO
N
P L
A N
S-150
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
PLAN - UPSTREAM INTERMEDIATE WALL
STA 34+37.29
C PINTLE
0 8'4' 16'
55'-0"
/2
LOCKWALL FACE
GATE IN RECESS
GATE IN MITER
L
DISTANCE BETWEEN C OF LOCK AND PINTLEL
C LOCKL
F M
IT
E
R C
O N
T A
C T
LC
F Q
U O
IN
C
O N
T A
C T
STRUT ARM NOT SHOWN FOR CLARITY.1.
GENERAL SHEET NOTES
F L
O W
STRUT ARM CONNECTION
WALKWAY SUPPORTS
STRUT ARM CONNECTION
EL 485.15
EL 488.15
57'-2 5/16 "
S-151
A1
S-155
A1
S-355
A1
S-355
G9
S-152
A10
S-250
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L L
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
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SCALE: 1/2"=1'-0"
PLAN - MITER GATE INSTALLATION - ANCHORAGE BARS
0 2' 4'1'
C PINTLEL
PLAN - QUOIN
SCALE: 1" = 1'-0"
H1
MITER GATE
0 1' 2'6"
S-520-A1
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
SEE N
O
TE 2
EL 507.9
S-350
A1
S-350
G1
S-351
H1
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
M
IT
E R G
U
ID
E
P L
A N
S-152
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SCALE: 1"=1'-0"
PLAN - MITER GUIDE
C LOCK
C ROLLERL
L
I-WALL LEAF
LAND WALL LEAF
HEN
MI
TE
RED
W
IT
H
LOAD
BETW
EEN
ROLL
ER
AND
GUI
DE
APP
ROXI
MAT
ELY
1/
2" G
AP ROLLER ASSEMBLY
GUIDE ASSEMBLY
3 3/4 "
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 POSITION AND THE OPPOSING LEAF CAN BE
ADJUST MITER GUIDES SO THAT EITHER MITER GATE LEAF CAN BE UP 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
A10
SCALE: 1" = 1'-0"
PLAN - MITER BLOCK
TOP GIRDER
0 1' 2'6"
I-WALL LEAF
LAND WALL LEAF
C LOCKL
C MITER CONTACTL
RUBBER SEAL
SEAL PLATE
C SEAL CONTACTL
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L L
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
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
ISOMETRIC - STRUT ARM CONNECTION
0 8'4' 16'
H1
SCALE: 3" = 1'-0"
SECTION
H9
SCALE: 3" = 1'-0"
SECTION
6"0 3" 1' 6"0 3" 1'
KEEPER BAR
STRUT HOOD
SPRING YOKE
HORIZONTAL PIN
THRUST PLATE CASTING
SPACER PLATES
SWIVEL JOINT
SPACER PLATES
BUSHING
VERTICAL PIN
SWIVEL JOINT
SPRING YOKE
KEEPER PLATE
HORIZONTAL PIN
BUSHING
BOLTS NOT SHOWN FOR CLARITY.2.
STRUT ARM AND PINS TO BE FURNISHED BY THE GOVERNMENT.1.
GENERAL SHEET NOTES
STRUT ARM
STRUT HOOD
H9
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
A L L U
P S
T R
E A
M
E L E
V A
T
IO
N
S-210
C
D E
L O
IW
L D
W E
K
R
ELEVATION - UPSTREAM I-WALL
0 4' 8'2'
TOW EL 510.0
A
C A
M P
B E
K E
Y S
K
A T
W A
T E
R
MGINSTALL
EL 485.15
UPSTREAM SILL
EL 488.15
SILL
CULVERT INTAKE
FLOW
PLAN SET
SEE VALVE RECESS
PLAN SET
SEE MG MACHINERY
PLAN SET
SEE CONTROL STAND
BUBBLERS NOT SHOWN FOR CLARITY1.
GENERAL SHEET NOTES
S-527-G1
S-527-A1
ARMOR, SEE K1-S-527
BEVEL EXST WALL
S-525-A8
ARMOR, SEE K1-S-527
BEVEL EXST WALL
S-525-A1
S-525-H8
S-525-H1
S-314
A1
S-314
A12
S-313
A9
S-313
G9
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
N D
W A
L L U
P S
T R
E A
M
E L E
V A
T
IO
N
S-211
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
ELEVATION - LANDWALL UPSTREAM
0 4' 8'2'
TOW EL 510.0
EL 485.15
UPSTREAM SILL
EL 488.15
UPSTREAM SILL
EXISTING MOTOR CONTROL CENTER
CULVERT INTAKE
6" SAWCUT
FLOW
PIT PLAN SET
SEE MACHINERY
PLAN SET
SEE VALVE RECESS
PLAN SET
SEE CONTROL STAND
S-527-G1
S-527-A1
ARMOR, SEE K1-S-527
BEVEL EXST WALL
S-525-A8
S-525-A1
ARMOR, SEE K1-S-527
BEVEL EXST WALL
S-525-H8
S-525-H1
PLAN SET
SEE BUBBLER
S-314
A12
S-314
A1
S-313
A9
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L L
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
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SCALE: 1/2"=1'-0"
ELEVATION - MITER GATE INSTALLATION - RECESS CONFIGURATION
6"0 3" 1'
FLOW
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
5 11/16 " CLR
/1
C
L R
9 11/16 " CLR
MITER GATE
TOW EL 510.00
S-356
A1
S-356
A12
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
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
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
C H
O R
A G
E
S E
C T
IO
N
S-310
D
D
IL
L O
N
C D
E L
O
IW
L D
A
M E
C K
E L
V E
Y
MGINSTALL
W
E K
R
SCALE: 3/4"=1'-0"
SECTION - PRIMARY ANCHORAGE
2'0 1' 4'
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
TOW EL. 510.0
EL. 507.8
TOW EL. 510.0
TOW EL. 507.8
CHAMBER FACE
2'-0"1'-6"
(2) ROWS (2) ANCHORS EVENLY SPACED
3" CHAMFER
1'-6 1/8 "
1'-6 1/8 "
1'-6 1/8 "
1'-6 1/8 "
3" CHAMFER
(2) ROWS (2) ANCHORS EVENLY SPACED
SHEET KEYNOTES
INSTALLING POST-TENSIONING ANCHORS.
OF THE SPECIFICATIONS. ALLOW GROUT TO CURE TO 2000 PSI PRIOR TO
PROVIDE NON-SHRINK GROUT IN ACCORDANCE WITH SPECIFICATION 03 31 00 2.
MANUFACTURER, MIN 3-1/2" Ø. SEE SPECIFICATION SECTION 31 68 13.
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.
#6 B HOOK
F1
SCALE: 3/4"=1'-0"
SECTION - SECONDARY ANCHORAGE
2'0 1' 4'
2 ROWS (3) ANCHORS
EVENLY SPACED
(2) ROWS (2 ANCHORS) THRU BASEPLATE
2'-7"
CL PIN
(2) ROWS (5) ANCHORS EVENLY SPACED
(2) ROWS (2) ANCHORS THRU BASEPLATE
CL PINCL PINTLE
CL PINTLE
8'-2"
8'-2" 2'-7"
CL ANCHORGE
CL ANCHORGE
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L L
R E
IN
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
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
W E
K
R
E1
SCALE: 3/8"=1'-0"
SECTION
A1
SCALE: 3/8"=1'-0"
SECTION
A11
SCALE: 3/8"=1'-0"
SECTION
4'0 2' 8'
4'0 2' 8' 4'0 2' 8'
VALVE RECESS DEMO
PLAN SET
SEE VALVE RECESS
ALL REINFORCEMENT TO BE NO. 6 REINFORCING BARS.5.
TOP OF LOCKWALL HORIZONTAL SURFACE.
PROVIDE A MINIMUM 6" OF CLEAR COVER BETWEEN REINFORCEMENT AND 4.
PROVIDE 180° STANDARD HOOK ON ALL REINFORCEMENT ANCHORS.3.
PERPENDICULAR TO CONCRETE SURFACE.
EMBED REINFORCEMENT ANCHORS A MIN. 15" IN EPOXY GROUT. EMBED 2.
HAND.
UPSTREAM INTERMEDIATE WALL SHOWN. LAND WALL SIMILAR, OPPOSITE 1.
GENERAL SHEET NOTES
SEE CHECKPOST PLAN SET
TOW EL.510.0 TOW EL.510.0
11 SP @ 1'-6" = 16'-6"4'-7 3/8 "1'-6"
6"1
A11
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
C H
O R
A G
E
S E
C T
IO
N
S-312
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
W E
K
R
SECONDARY ANCHORAGE SECTION
2'0 1' 4'
G1
SCALE: 3/4"=1'-0"
SECONDARY ANCHORAGE SECTION
2'0 1' 4'
PRIMARY ANCHORAGE SECTION
A8
2'0 1' 4'
2'0 1' 4'SCALE: 3/4"=1'-0"
G8
PRIMARY ANCHORAGE SECTION
TOW EL 510.0 TOW EL 510.0
TOW EL 510.0
VARIES
4'-4 3/4 "
C ANCHORAGEL L
J O
IN
T
M O
N O
L
IT
H
3'-8 3/8 "
3" GROUT PAD
#6 TYP
3'-2"
C NEW ANCHORAGE
1'-7"2'-9 3/4 "
J O
IN
T
M O
N O
L
IT
H
1'-4"1'-8"
1'-9 3/4 "
#6 TYP#6 TYP
A8 2'0 1' 4'
G8
SECTION
A15
5 3/4 "2'-2 3/4 "
#6B HOOK
TOW EL 510.0
A1
TOW EL 510.0
3" GROUT PAD
#6 TYP
3" TYP
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E R G
A T
E R
E C
E S
S
S E
C T
IO
N
S-313
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1' A9
SCALE: 1/2" = 1'-0"
SECTION
G9
SCALE: 1/2" = 1'-0"
SECTION - REINFORCEMENT
0 2' 4'1'
0 2' 4'1'
(EL 485.65)
(EL 485.65)
(EL 485.15)
(EL 485.15)
2' -6
'-0 " M
IN
2'-6"
/8
/8
3'-9" 7'-2 1/4 " 2'-4 5/8 "
/8
3'-0 1/8 "3'-9 1/4 "3'-2"
1'-6 5/8 "
6 1/2 "
C PINTLEL
C PINTLEL
/8
C L
R
1'-0" MIN
T
IE
S
P A
C E
S
T
IE
S
P A
C E
S
1'-0" 1'-0"
LANDWALL AS SHOWN, RIVERALL SIMILAR OPP HAND.3.
INSTALL TOP OF QUOIN FRAME LEVEL AT EL 507.92.
INSTALL PINTLE SHOE (S-511-A1) FULLY SEATED INTO PINTLE BASE (S-510-A1).1.
GENERAL SHEET NOTES
SHEET KEYNOTES
ALL (7) BARS.
TOP TWO ROWS TO BE MIN 1'-6" TO ENGAGE 2ND STAGE CONCRETE. TPY OF 2.
SPECIFICATIONS PRIOR TO PLACING SECOND STAGE CONCRETE.
ADJUST QUOIN FRAME TO MITER GATE CONTACT BLOCK PER TOLERANCES IN 1.
EL 507.9
EL 510.0 DOUBLE NUT FOR ADJUSTMENT.
CONCRETE. PROVIDE
GROUT PRIOR TO FIRST STAGE
EMBEDDED 1'-8" IN EPOXY
(4) Ø 1" ASTM F1554 GR105
SECOND STAGE CONCRETE 1
(2) #8 BARS
IN EPOXY GROUT
(4) #8 EMBEDDED 1'-6"
PINTLE BEARING PLATE
S-520-A1
S-526-A1
S-526-A9
#4 TIE
1'-8" IN EPOXY GROUT
(4) #8 EMBEDDED
S-510-A1
S-511-A1
EPOXY GROUT
EMBEDDED 1'-8" IN
VERTICAL SPACING
(7) #6B BARS @ 2'-0"
SILL
S T
A
.0
M J
EL 485.65
PINTLE BEARING
A9 G9
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E R G
A T
E R
E C
E S
S
S E
C T
IO
N
S-314
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
6'-9"
/2
/2
5'-2"
C L
R
2"
C L
R
3"
A1
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1' A12
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
13'-3 9/16 "
BEND OF ANCHOR BARS.
LOCATE VERTICAL BARS AT INSIDE
EQUALLY SPACED HORIZONTALLY.
STAGGERED VERTICAL SPACING AND
(7) #6B ANCHOR BARS @ 2'-0"
O.C. SPACING
#6B BAR @ 1'-0"
O.CB. SPACING
#6 BAR @ 1'-0"
VERTICAL SPACING
#6B BAR @ 2'-0" O.C.
S P
A C
E D H
O R
IZ
O N
T A
L L Y
S P
A C
IN
G A
N D E
Q U
A L
S
T A
G G
E R
E D V
E R
T
IC
(4
B A
N C
H O
R B
A
VERTICAL SPACING
#6B BAR @ 2'-0" O.C.
BARS AT INSIDE BEND OF ANCHOR BARS.
HORIZONTALLY. LOCATE VERTICAL
AND EQUALLY SPACED
STAGGERED VERTICAL SPACING
(4) #6B ANCHOR BARS @ 2'-0"
S P
A C
E D H
O R
IZ
O N
T A
L L Y
S P
A C
IN
G A
N D E
Q U
A L
A G
G E
R E
D V
E R
T
IC
A L
(3
B A
N C
H O
R B
A R
S
1'-0"
1'-0"
SPACING
#6B BAR @ 2'-0" O.C.
VERTICAL SPACING
#6B BAR @ 1'-0" O.C.
FLOWFLOW
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
IL
L C
O N
C R
E T
E U
P S
T R
E A
M
S E
C T
IO
N
S-340
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
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 05 59.13. 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.
EL488.15.
INSTALL MITER GATE SEAL PLATE S-530-A1 SUCH THAT THE TOP IS AT 1.
EL 470.0
TOP OF ROCK
EL 471.0
FLOOR SLAB
TOP OF
EL 470.0
TOP OF ROCK
EL 471.0
FLOOR SLAB
TOP OF
1’-0”C.C
#6 BARS @
ALL AROUND
#6 BARS @ 1'-0”C.C
EXISTING SILL
EL 485.15EL 485.15
CONCRETE
SECOND STAGE
@1’-0” EMBED 1’-8” IN EPOXY GROUT
ASTM F1554 GR 105 THREADED ROD
FIRST STAGE CONCRETE
EL 488.15
GATE SILL
TOP OF MITER
S-530-A1
#6 @ 1’-0”
6"CLR
"C
L R
C L
R /2
"C
L R
6"CLR
6'-0"
C SILL BEAML
1'-3" CLR
6"CLR
1'-8"
"C
L R
1'-5 7/8 "VARIES
0 1' 2'6"
GENERAL SHEET NOTES
A1
SCALE: 1"=1'-0"
SECTION
TYP
M
IN
C
L R
(5 B
A R
S E
V E
N L Y S
P A
C
D
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
#6 B @ 1'-0”
SEE NOTE 2.
1'-8" IN EPOXY GROUT
LENGTH OF SILL. EMBED
#8 B @ 1’-0” ALONG
EMBED 1'-8" IN EPOXY GROUT.
@2'-0" ALONG WIDTH OF SILL, WHERE ABLE.
(2) #8B @ 1'-0" ALONG LENGTH OF SILL AND
WATER STOP
HYDROPHILIC
WATER STOP
HYDROPHILIC
HYDROPHILIC CAULK WATER STOP
APPLY TWO BEADS OF
FLOW
WATER STOP
HYDROPHILIC
SEE NOTE 2
SILL. USE 180° HOOKS BOTH ENDS
#6B @ 1’-0” ALONG LENGTH OF
S-341
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L C
O N
C R
E T
E U
P S
T R
E A
M
S E
C T
IO
N
S-341
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SCALE: 3/16"=1'-0"
SECTION - UPSTREAM SILL REINFORCEMENT
J1
SCALE: 3/4"=1'-0"
SECTION - UPSTREAM SILL BEAM
2'0 1' 4'
F L
O W
F L
O W
S-530-A1
S-530-A1
OPP. HAND
1/2 "
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
SEE NOTE 1
8'0 4' 16'
GRIND FLUSH AFTER CURING
SEE SPECIFICATIONS 05 59 13.
BEAMS, FILL WITH METAL EPOXY.
AFTER FINAL PLACEMENT OF SILL
#6B @ 1'-0"
EMBED PERPENDICULAR TO SILL
#6 BARS @ 1'-0"
J1
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
L L
C O
N N
E C
T
IO
N
A N
C H
O R
A G
E B
A R
S E
C T
IO
N
S-350
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
W E
K
R
SCALE: 1 1/2"=1'-0"
SECTION - SECONDARY ANCHORAGE
G1
SCALE: 1 1/2"=1'-0"
SECTION - RECESS ANCHORAGE
TOW EL. 510.0
C PINLL L
C PINL
TOW EL. 510.0
LC GUDGEON PIN C PINL
C ANCHORAGE PINL
5'-9"2'-5"
/8
5-PIN ASSEMBLY
EL. 507.2
EL. 507.9
LL
ANCHORAGE
C SECONDARY
C PINLC PINLC PINL
2'-5"5'-9"
LL
ANCHORAGE
C PRIMARY
TOW EL. 510.0
/8
EL. 507.8
LLC GUDGEON PINLC ANCHORAGE PINL
WITH SPLIT NUT
ANCHORAGE EYEBAR 5-PIN ASSEMBLY
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.
INTERMEDIATE WALL AS SHOWN LAND WALL OPPOSITE HAND.1.
GENERAL SHEET NOTES
SEE NOTE 4
S-501-A1
CHAMBER FACE
SEE NOTE 4
S-520-A1
S-501-A1
S-520-A1
ANCHORAGE EYEBAR WITH SPLIT NUT
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E R G
A T
E I S
N T
A L L
A T
IO
N
S E
C T
IO
N
S-351
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
W E
K
R
AND S-529-A15.
THE GRATING SUPPORT. SEE PARTS S-526-A9, S-528-A1, S-528-H1, S-528-A15,
MITER GATE WALKWAY BEARING ANGLE TO HAVE CONTINUOUS SUPPORT TO 1.
GENERAL SHEET NOTES
A1
SCALE: 3" = 1'-0"
SECTION
6"0 3" 1'
WALKWAY
MITER GATE
ANGLE
WALKWAY BEARING
MITER GATE
ASSEMBLY
GRATING SUPPORT
TOW EL 510.00
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E R G
A T
E I S
N T
A L L
A T
IO
N
S E
C T
IO
N
S-355
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SECTION
A9
SCALE: 1" = 1'-0'
SECTION
0 2' 4'1' 0 2' 4'1'
SCALE: 1" = 1'-0'
SECTION
G9
0 1" 2"1/2"
CL MG BEARING PLATE
CL SILL BEAM
MITER GATE
STRUT ARM
MITER GATE MACHINERY
CHAMBER FACE
NOT TO PROTRUDE PAST
MITER GATE RUB RAILS
TOW EL 510.00
C H
A M
B E
R F
A C
E
4 1/2 " RECESS FACEL
P
IN
T L E
L G
U D
G E
O N
CC
MG BEARING PLATE
SILL BEAM
SILL
EL 485.15
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
PINTLE SOCKET
PINTLE SHOE
SILL BEAM
BEARING PLATE
MITER GATE
SILL EL 485.15
PINTLE BASE
EL 485.65
PINTLE BEARING
PINTLE SHOE
PINTLE
PINTLE SOCKET
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
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
C A
M P
B E
E R G
A T
E R
E C
E S
S
S E
C T
IO
N
S-356
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
W E
K
R
SECTION
0 2' 4'1' A12
SCALE: 1/2" = 1'-0"
SECTION
0 2' 4'1'
FLOWFLOW
FENDER
GENERAL SHEET NOTES
1. ALL DIMENSIONS SHOWN ON THIS DRAWING ARE BASED ON REFERENCE
DRAWINGS, NOT FIELD MEASUREMENTS. FINAL DIMENSIONS MAY VARY FROM
WHAT IS SHOWN AFTER FINAL ADJUSTMENT.
2. SEE SPECIFICATIONS FOR DETAILED COMMISSIONING REQUIREMENTS.
FENDER
BLOCK
MITER
GUIDE
MITER
/1
C
L R
/1
C
L R
5 7/16 " CLR
3/ " C
LR
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
L L
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
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
/2
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
®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
SG1
SCALE: 1/2"=1'-0"
PLAN - PRIMARY MITER GATE ANCHORAGE ASSEMBLY
A1
SCALE: 1/2"=1'-0"
ELEVATION - PRIMARY MITER GATE ANCHORAGE ASSEMBLY
0 2' 4'1'
0 2' 4'1' A11
SCALE: 1/2"=1'-0"
ELEVATION - SECONDARY MITER GATE ANCHORAGE ASSEMBLY
0 2' 4'1'
A1
G11
SCALE: 1/2" = 1'-0"
PLAN - SECONDARY MITER GATE ANCHORAGE ASSEMBLY
0 2' 4'1'
A11
CL CL
MAXIMUM THICKNESS OF MATERIAL REMOVED TO BE 1/8"
SPOT FACING TO FACILITATE INSTALLATION OF BOLTS IS ACCEPTABLE, 6.
TO THE NDT REQUIREMENTS IN SPECIFICATION SECTION 05 59 20.
ALL WELDS TO BE COMPLETE JOINT PENETRATION GROOVE WELDS SUBJECT 5.
ALL MITER GATE ANCHORAGE MEMBERS ARE FRACTURE CRITICAL MEMBERS.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
6"
S-502-A11
S-503-A15
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-H1
S-502-A15
S-502-J1
S-502-A11
S-503-H1
S-502-J5
S-502-J9
S-504-A9
S-503-A1
S-504-H1
S-502-A1
S-504-A1
S-502-E11
S-502-J1
S-503-H1
S-502-A15S-502-A15
S-503-H1
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A1
SCALE: 3"=1'-0"
S-502-A1
3'-2"
2'-6 3/16 "
FN2 FIT WITH S-502-J1 AND S-502-J5
Ø 11.000"
1 3/4" PL
SEE NOTE 2
" DEEP (2 LOCATIONS)2
"-10 UNC,4
DRILL AND TAP
/2
CHAMFER
" x 16
" 16
R 0 /2
/2
"x45° CHAMFER8
1'-2"
1'-0"
CHAMFER
" x 45°16
10.125"
11.000"
10.000"
S-503-G1
RC9 FIT WITH
S-503-G1
RC7 FIT WITH
S-502-A1
FN2 FIT WITH
INSIDE BORE
NO PAINT
SIDE
TOP
SIDE
TOP
1'-3" 1'-1" B C
0 9/16 " C
SNK
45°
1'-1" B C
/1 " C
S N
K
45°
1' -3
TOP
/2
CHAMFER
" x 45°16
CHAMFER
" x 16
" 16
R
9.875"
11.000"
S-503-G1
RC7 FIT WITH
S-502-A1
FN2 FIT WITH
SIDE
®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
A
C A
M P
B E
E R G
A T
E A
N C
H O
R A
G E
D E
T A
IL
S-502
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
8 SP @ 1 1/2" = 1'-0"
6"0 3" 1' A11
SCALE: 3"=1'-0"
S-502-A11
6"0 3" 1' SCALE: 3"=1'-0"
S-502-A15 6"0 3" 1'A15
SCALE: 1 1/2"=1'-0"
J1
6"0 3" 1'SCALE: 3"=1'-0"
S-502-E11 E11
1' 2'0 6" 1' 2'0 6"SCALE: 1 1/2"=1'-0"
S-502-J5 J5
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-502-J9 J9
1 1/2 "
67.5°
67.5°
1 1/8 "
2 1/2" PL
6 SP @ 3" = 1'-6" 2"4 1/2 "8 SP @ 1 1/2" = 1'-0"
3"3"3"
1'-0"
/2
S
P /2
(1) 3" PL
(2) 4" PL
1 1/8 "
1 1/4 "
1'-6 1/2 "
1'-7 3/4 "
/8
2 3/4 "
Ø 13" B.C.
1" DEEP (4 LOCATIONS)
/2"-13 UNC,1DRILL AND TAP
1'-1"
R
/1
/1
/2
1/4 " 2" 1'-3 1/4 " 2"
/2
2 3/8 "
1 1 /8
'-2
R
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
MATERIAL SCHEDULE
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.
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
2 1/2" PL
[FCM]
TOP
" x 45° CHAMFER8
-6 UNC-2B 32
A1
S-503-A1
C A
M P
B E
E R G
A T
E A
N C
H O
R A
G E
D E
T A
IL
S-503
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-503-H1
SIDE
2'-0"
5'-0"
2'-0"1'-1 5/16 "10 11/16 "6"
3"
S-503-A9
SCALE: 1 1/2" = 1'-0"
S-503-A15
R
4"
/8
/8
4'-6 5/16 "
2" 6 SP. @ 3" = 1'-6"
1 3/4" PL
2"
2'-11 11/16 "
1/
R
6 13/16 "
/8
/8
1 3/4" PL
6 SP. @ 3" = 1'-6"
S-503-H9
SCALE: 1 1/2" = 1'-0"
1 3/4" PL
/2
R
2' -6
R
/8
1'-10 9/16 "
2'-0 11/16 "
2'-7 1/2 " 1'-9 1/8 "
/2
2 3/4 "
/4 " 1 /8
/8
/8
/8
/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
2" R
1 1/8 " 1 1/8 "
H5
SCALE: 1 1/2"=1'-0"
S-503-H5 1' 2'0 6" 3"0 6"1-1/2" 1' 2'0 6"
1' 2'0 6" 1' 2'0 6"1' 2'0 6"
-6 UNC-2B2
/1
/1
/1
/1
1"
MT 100% OF BENT SURFACES ON S-503-A9 AND S-503-A151.
GENERAL SHEET NOTES
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.
MATERIAL SCHEDULE
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
E R G
A T
E A
N C
H O
R A
G E
D E
T A
IL
S-504
D
D
IL
L O
N
C
D E
L O
IW
L D
A
M E
C K
E L V
E Y
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-504-A1 A9
SCALE: 1 1/2"=1'-0"
S-504-A9
H1
SCALE: 1 1/2"=1'-0"
S-504-H1
1 3/4" PL
1 3/4" PL 1 3/4" PL
1' 2'0 6"
1' 2'0 6" 1' 2'0 6"
5'-11 1/2 "
2"6 SP. @ 3" = 1'-6"
1 1/8 "
4'-4 13/16 "
2"6 SP. @ 3" = 1'-6"
1 1/8 "
/8
1 3/4" PL
4"
/8
'-6
R
9 1/4 "
R
6 13/16 "
/8
/8
1 3/4" PL
2" R
R
2'-6"
R 3 /8
3'-3 11/16 "
3'-5 13/16 "
4'-0 5/8 "
/2
/2
1'-9 1/8 "
MT 100% OF BENT SURFACES ON S-503-A9 AND S-503-A151.
GENERAL SHEET NOTES
ASTM A709 GR50 F2WEB21S-504-H1
ASTM A709 GR50 F2FLANGE21S-504-A9
ASTM A709 GR50 F2FLANGE21S-504-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
/2
/8
/4
/8
2'-5"
7'-11"
2"
2'-6 13/16 "
2" T Y P
/2
/2
/2
6'-0"
1'-3 1/2 "
/2
6" CORED
2"
1" (TYP)
R
TOP
LEFT SIDE FRONT RIGHT SIDE
BOTTOM
Ø2'-1"
45°
5 SP @
30° = 149.9°
3" T
YP
15°
30°
/2
/2
/2
4'-2 1/2 "
2'-5"
1'-3 1/2 "
'-4 /2
R
2'-0"
60°
30°
7° 58°
1' -6 /2
R
'-4 /2
R
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
C A
M P
B E
IN
T L E B
A S
E
D E
T A
IL
S-510
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALLS-510-A1
SCALE : 3/4"=1'-0"
2'0 1' 4' SCALE : 1"=1'-0"
S-510-A13 A13
0 1' 2'6"
S-510-J15
SCALE : 3/4"=1'-0"
J15
ITEM MARK NO. TOT QTYUNIT QTY MATERIALDESCRIPTION
1S-510-A11 ASTM A148 GR80-50PINTLE BASE
1 OPP HAND
1 AS SHOWN
SHEET KEYNOTES
MACHINE TO SPECIFIED DIMENSIONS. NOTE: ORIGIN OF RADIUS IS DIFFERENT THAN DIA6" CORE ORIGIN.
SPECIFIED DIMENSIONS ARE FINAL DIMENSIONS. RECOMMEND INCREASING FROM DIMENSION AND2.
SURFACE TO BE FINISHED TO A MINIMUM OF 125 MICRO-INCH.1.
2 1 /8
1/16 "
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
2'-3"
2'-9"
1'-9"
6"
.0
.0
.0
.0
+0.037
+0.017
+0.015
+0.007
0.500
.5
-0 .0
-0 .0
-0.016
-0.010
-0.020
-0.008
"2
1"
0 13/16 "
/2
1 1/16 "
2"
" TYP2
R
SURFACE FINISH
MIN. LIMIT OF
SIDE
A
C A
M P
B E
IN
T L E S
H O
E
D E
T A
IL
S-511
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
1' 2'0 6"
S-511-A1
SCALE : 1 1/2"=1'-0"
1' 2'0 6"SCALE : 1 1/2"=1'-0"
ISOMETRIC
A5
L1
SCALE : 1'-0"=1'-0"
DETAIL
G17
SCALE : 1-0"=1'-0"
DETAIL
A17
0 1" 2"1/2"
0 1" 2"1/2"
SURFACES TO BE MACHINE FINISHED TO A MINIMUM OF 125 MICRO-INCH.1.
GENERAL SHEET NOTES
ASTM A148 GR80-50PINTLE SHOE21S-511-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
L1
A17
G17
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
S-521-A1
S-521-A11
S-521-A16
S-521-G1
S-522-A1
S-521-G7
S-522-G11
S-521-A6
S-522-G11
S-521-G7 1'-7 3/4 "
PAINT
TYP.
TYP.
TYP.
1"
3"
2'-10"
/4
/1
CONTACT FACE
BEAR
FOR MILL TO
MATCH LINE
/8
/8
FACE
C CONTACTL
(4)Ø 3/4" BOLTS
(7) Ø1" BOLTS
.8
LC WEB
TOP
FRONT
RIGHT SIDE
C A
M P
B E
Q
O
IN
A
S S
E M
B L Y
D E
T A
IL
S-520
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-520-A1 - QUOIN ASSEMBLY
SCALE : 1 1/2"=1'-0" 1' 2'0 6"
S-520-A1 - ISOMETRIC
J8
1"1'-4"1'-5"
CJP
CJP
1/2
1/4
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
22'-8"
/8
12'-0"
/1
12'-0"
1 7/8 " 2"
12'-3 7/8 "
10 3/16 "
16'-0"
1" 3'-8"3'-8" 3'-8"
3'-8"
/8
15'-8 15/16 " 12'-3 7/8 "
11'-10 1/16 "
/1
3'-10 7/8 "
8" 1'-0"
'-0
R
'-0
R
'-0
R
'-0
R
1'-4"R
'-4
R
R
'-4
R
R
T Y P
R
" PL4
" PL4
1" PL
BOLTS, 2" DEEP
DRILL AND TAP FOR Ø1"
" DEEP2
BOLTS, 1
" 4
DRILL AND TAP FOR Ø
MILL TO BEAR
MILL TO BEAR
MILL TO BEAR
/2
FRONT
TOP
A
C A
M P
B E
O
IN
A
S S
E M
B L Y
D E
T A
IL
S-521
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-521-A1
S-521-A6 A6
S-521-A16 A16
S-521-G1
G1
S-521-G7
SCALE : 6"=1'-0"
G7
1'-8"2"
2 3/16 " 1'-2 1/16 "
3 1/4 " 1'-0 1/2 "
4" 4"
4" 4"
HOLE
" OVERSIZED2
Ø1
SCALE : 6"=1'-0"
S-521-A16 J13
Ø3"
" 8
Ø1
" PL4
1' 2'0 6"1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
3"0 6"1-1/2"
SCALE : 1 1/2"=1'-0"
S-521-A11
CONTRACTOR MEANS AND METHODS.
PART S-521-A1 OVERSIZED Ø1 1/2" HOLES MAY BE RESIZED PER 1.
GENERAL SHEET NOTES
ASTM A36PLATE WASHER168S-521-J137
ASTM A572 GR50KEEPER PLATE122S-521-G76
ASTM A36MOUNTING BRACKET61S-521-G15
ASTM A572 GR50BOTTOM PLATE61S-521-A164
ASTM A572 GR50TOP PLATE61S-521-A113
ASTM A572 GR50WEB PLATE61S-521-A62
ASTM A572 GR50BASE PLATE61S-521-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
/8
/4
/8
1'-5 3/8 "
1'-3 3/8 "
8 11/16 "
/4
/8
'-0
R
/1
4"
9 1/4 "
/2
/4
/2
/4
/1
8"
.43
5°
8"
10"
1 3/16 "
1"
2 5/16 "
1 5/16 "
TYP
" SLOTTED HOLE 8
2" x 1
1 3/8 "
2 3/4 "
1 3/4 "
0 15/16 "
1 7/8 "
0 3/4 "
0 7/8 "
1 1/8 "
DEEP
" 2
CLOSED EYE BOLT, 1
" 2
DRILL AND TAP FOR Ø
DEEP
" 2
CLOSED EYE BOLT, 1
" 2
DRILL AND TAP FOR Ø
DEEP
" 2
CLOSED EYE BOLT, 1
" 2
DRILL AND TAP FOR Ø
3" R
" CLOSED EYE BOLT2
Ø
DRILL AND TAP THRU FOR
" CLOSED EYE BOLT2
Ø
DRILL AND TAP THRU FOR
" CLOSED EYE BOLT2
Ø
DRILL AND TAP THRU FOR
0 1/8 "
1"
2 11/16 "
3 11/16 "
5 3/4 "5 3/4 "2 15/16 "
A1
SCALE : 3"=1'-0"
S-522-A1 A11
SCALE : 3"=1'-0"
S-522-A11
6"0 3" 1' 6"0 3" 1' SCALE : 3"=1'-0"
S-522-A15 6"0 3" 1'A15
S-522-G11 6"0 3" 1'G11
S-522-J7 - ISOMETRIC
6"0 3" 1'J7
2"
1 11/16 "
A
C A
M P
B E
O
IN
B
L O
C K
D E
T A
IL
S-522
C
K E
Y S
C
D E
L O
IW
L D
K
A T
W A
T E
R
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
ALL EDGES)
R 1/4" (TYP.
R 1" (TYP)
CLOSED EYE BOLT, 2" DEEP
" 4
DRILL AND TAP FOR Ø
FRONT
RIGHT SIDE
PROVIDE (1) Ø3/4" CLOSED EYE BOLT PER QUOIN BLOCK.2.
PROVIDE (2) Ø1/2" CLOSED EYE BOLTS PER WEDGE BLOCK.1.
GENERAL SHEET NOTES
ASTM A572 GR50WEDGE BLOCK61S-522-G114
ASTM A572 GR42EXTRA WEDGE BLOCK61S-522-A153
ASTM A572 GR42EXTRA WEDGE BLOCK61S-522-A112
ASTM A668 CLASS DQUOIN BLOCK61S-522-A11
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.ITEM
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
M O
R
D E
T A
IL
S
S-525
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-525-A1 - WALL ARMOR S-525-A8 - CORNER ARMOR
S-525-H8 - CORNER ARMOR
H8
S-525-H1 - WALL ARMOR
H1
S-527
A11
S-527
K1
S-527
G11
S-527
A11
1'-0"6 7/8 "
2'-3 1/8 "
2'-1 13/16 "
17.62°
.0 6°
8 1/8 "
3 1/2 "
1'-11 7/16 "
2'-2 1/2 "
1'-0"5 11/16 "
17.06°
17.
06°
4 15/16 "
8"
2 1/2 "
S-527
G11
ASTM A36ARMOR21S-525-A14
ASTM A36CORNER ARMOR SHORT21S-525-H8
ASTM A36WALL ARMOR SHORT42S-525-H1
ASTM A36CORNER ARMOR21S-525-A8
ASTM A36WALL ARMOR42S-525-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'6"0 3" 1'
S-525-A14 - ARMOR
SCALE: 1 1/2"=1'-0"
A14 1' 2'0 6"
S-525-H14 - SECTION
H14 1' 2'0 6"
/4
/1
/2
10 7/16 "
1'-2 11/16 "
.4
6 3/4 "
5 1/4 "
.5
/1
/1
/1
/1
4"
/4
/2
/4
/2
4 1/4 "
8 13/16 "
4 1/4 "
8 13/16 "
0 9/16 "
R
/1
R
.8
8 1/2 "
6 3/4 "
1/
R
S-525
H14
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
M O
R
D E
T A
IL
S
S-526
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
DETAIL - S-526-A1 DETAIL - S-526-A9
SCALE: 1"-1'-0"
K1
SECTION - S-526-K1
6 1/4 " 1'-4 15/16 "
2'-0 15/16 "
/2
/1
/2
S
P A
C E
S
S
P A
C E
S
/1
3"
4 SPACES @ 0'-8" = 3'-4"
/4
/4
5'-3 1/4 "
/1
/8
4 13/16 "2'-6 1/2 "
10 15/16 "
/4
1'-9 15/16 "
R
4'-0 3/16 "
/1
/2
/8 " 2 /2
3'-4"
5'-3 1/4 "
1 1/2 "
5 13/16 "
1/
3/
3/
4'-0 7/8 "
.87
.4
3.
Ø 3" TYP
168.76°
0 3/4 "
7"
2"
4"
11 7/ 16 "
/8
6"0 3" 1'
R
2 11/16 "
/8
/2
4 1/16 "
/2
0 11/16 "
1 1/4 "
T Y
P
/1
1'-7 1/8 "
2 11/16 "
/8
10.33°
/4
0 3 /8 "2
8 1 /2 " 2"
150°
/1
6'-0 1/2 "R
SECTION - S-526-H9
/1
8 5/8 "
5 15/16 "
/1
T H
E O
R E
T
IC
A L C
E N
T E
R
/1
0 3/4 "
101.36°
1 1/16 "
8"
DETAIL - S-526-L9
SCALE: 3"-1'-0"
L9
4"
/1
2"
0 3/4 "
4"
52.28°
.3
0 13/16 "
150°
6.
0 1/2 " 0 1/2 "
0 1' 2'6" 0 1' 2'6"
0 1' 2'6"
6"0 3" 1'
ASTM A36STEEL ASSEMBLY1 AS SHOWN, 1 OPP HAND1S-526-A15
ASTM A36STEEL ASSEMBLY1 AS SHOWN, 1 OPP HAND1S-526-A9
ASTM A36STEEL ASSEMBLY1 AS SHOWN, 1 OPP HAND1S-526-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
DETAIL - S-526-A15
A15 0 1' 2'6"
0 3/4 "
/4
11 1/2 "
/2
/4
5 13/16 "
8"
1'-3 5/8 "1'-3 5/8 "
/4
/4
/2
/2
/2
7 5/8 "
/1
3'-10 3/4 "
/2
R
/4
1'-3 5/8 "1'-3 5/8 "7 3/4 "
SECTION - S-526-G15
SCALE: 1 1/2"-1'-0"
G15
DETAIL - S-526-K15
SCALE: 3"-1'-0"
K15
4"
/1
0 3/4 "0 1/2 "0 1/2 "
2"
0 13/16 "
.5
.19
4 3/16 "
1'-2 3/4 "
6"0 3" 1'
TYP 3 SIDES
K1
K
H9
L-9
G15 K15
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
R N
E R A
R M
O R C
A S
T
IN
G
D E
T A
IL
S
S-527
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
S-527-A1 - WALL ARMOR
K1
SCALE: 3"=1'-0"
SECTION - WALL ARMOR BEVEL
6"
/2
G1
SCALE: 1"=1'-0"
S-527-G1 - CORNER ARMOR
1/2"
3/4"x 4" STEM BAR
FACE OF WALL
C/L
3/4" x 8" RUBBING BAR
ANCHOR BAR
2" x 3/8" x 1'-0"
1/4"
1/4"
1/4" 6@9
6@9ARMOR SECTIONS
AT ENDS OF
START WELD
3/4 "
3/4" PL
9"
1"
WELDED STUD
3/4" x 8"
45°
ANCHOR BAR
2" x 3/8" x 1'-0"
1/4"
G11
SCALE: 3"=1'-0"
SECTION - CORNER ARMOR
A11
SCALE: 3"=1'-0"
SECTION - WALL ARMOR
12'-7 1/2 "
1'-0 3/4 " 6 SPACES @ 1'-6" = 9'-0"
7 SPACES @ 1'-6" = 10'-6"1'-0 3/4 "
9"9"
TOP VIEW
SIDE VIEW
11 SPACES @ 1'-0" = 11'-0"9 3/4 "
10 SPACES @ 1'-0" = 10'-0"1'-3 3/4 "
6"
6"
ASTM A36CORNER ARMOR21S-527-G1
ASTM A36WALL ARMOR42S-527-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'0 1' 2'6"
0 1' 2'6"
8"
2"
8"
2"
6"
R
12'-7 1/2 "
DEVELOPED
TYP
A11
G11
K1 K1
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
A T
IN
G S
U P
P O
R T A
N G
L E
S
D E
T A
IL
S
S-528
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
DETAIL - S-528-A1
A7
SECTION - S-528-A7
DETAIL - S-528-H1
SECTION - S-528-A11
A11
D7
DETAIL - S-528-D7
DETAIL - S-528-A15
3'-7 3/8 " 0 /2
/2
R
'-0 /2
R
3'-5 1/8"
Ø 13/16" TYP
DETAIL - S-528-D11
SCALE: 3"=1'-0"
D11
'-9 /2
R
'-0 /2
R
2' -1 /1 6"
/2
/8
'-1 /1
6 1/4 "
74.55° 0 3/4 "
/8
3"
6"
0 3/4 "
/2
1 7/16 "
4 1/16 "
/1
/2
0 3/4 "
/2 " 0 13/16 "
L 6x6x3/4
L 6x6x3/4
3"
/8
/2
R5 /2
R
2'-8 1/2"
0 1' 2'6"6"0 3" 1'
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
2'-11 1/8 "
/2
/2
Ø 0 13/16" TYP
'-6 /2
R
/2
ASTM A36ANGLE (GALVANIZED)21S-528-H1
ASTM A36ANGLE (GALVANIZED)21S-528-A15
ASTM A36ANGLE (GALVANIZED)21S-528-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
A11
A11
A7
D7
D11
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
A T
IN
G
D E
T A
IL
S
S-529
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
W E
K
R
/0
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
SCALE:1 1/2"=1'-0"
DETAIL - S-529-A1
A5
DETAIL - S-529-A5
DETAIL - S-529-A9
DETAIL - S-529-A13
DETAIL - S-529-G1
G5
SCALE: 1"=1'-0"
DETAIL - S-529-G5
G9
DETAIL - S-529-G9
4"3"
/1
0 1/2 " 0 1/2 "
S
P A
C E
S /4 /2
0 13/16 " TYP
0 1/2 "
3" 4"
0 1/2 "
/4
S
P A
C E
S
"0 13/16 " TYP
3"
0 1/2 "
4"
0 1/2 "
/1
S
P A
C E
S /4 /2
1 3/4 "1 3/4 "
0 13/16 " TYP
4"3"
0 1/2 " 0 1/2 "
1 3/4 "
/1
S
P A
C E
S /4 /2
0 13/16 " TYP
1 3/4 "
3'-7 1/2 "
2'-11 1/2 "
/4
1'-8 5/32 " '-0 /2
R
THEORETICAL CENTER
3'-7 1/2 "
/8
/2
/3
/2
R
1'-6 3/4 "
THEORETICAL CENTER
2 1/2" GRATING
2 1/2" GRATING
2 1/2" GRATING
0 1' 2'6"0 1' 2'6"0 1' 2'6" G13
DETAIL - S-529-G13
2'-11 1/2 "
/8
2 1/2" GRATING
ASTM A36GRATING (GALVANIZED)21S-529-G13
ASTM A36GRATING (GALVANIZED)21S-529-G9
ASTM A36GRATING (GALVANIZED)21S-529-G5
ASTM A36GRATING (GALVANIZED)21S-529-G1
ASTM A36ANGLE (GALVANIZED)21S-529-A13
ASTM A36ANGLE (GALVANIZED)21S-529-A9
ASTM A36ANGLE (GALVANIZED)21S-529-A5
ASTM A36ANGLE (GALVANIZED)21S-529-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
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
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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A
C A
M P
B E
L B
E A
M
D E
T A
IL
S
S-530
D
D
IL
L O
N
C
D E
L O
IW
L D
B
D E
G E
N
MGINSTALL
A N
S I
X
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
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
DETAIL - S-530-A1 S-530-A16
A16
ASTM A36PLATE WASHER8040S-530-A16
ASTM A992 GR50W8x67
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
S-530-A1-2
ASTM A572 GR50MG SEAL PLATE
1 OPP HAND
1 AS SHOWN
1 OPP HAND
1 AS SHOWN
S-530-A1-1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
DETAIL - BEAM ORIENTATION
A12
1'-8 11/16 "
1'-9 3/4 " 39 SPACES @ 1'-6" = 58'-6"
62'-0 1/2"
1 1/2" TY
P
MIRROR LINE FOR OPP HAND
OPP HAND
AS SHOWN
2 3/4 "
/8
5 1/2 "
/4
1 1 /4
1 1/4" PL
TYP
LC W8x67
2"x14" PL
S-530-A1-2
S-530-A1-1
/2
6"0 3" 1'0 1' 2'6"0 1' 2'6"
0 1' 2'6"
A11
S-530
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
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
®of Engineers
US Army Corps
U .S
A
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