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01 ELECTRICAL BUILDING LOCATION PLAN
SCALE: 1"=20'
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02 ELECTRICAL BUILDING LOCATION PROFILE
SCALE: 1"=10' 10' 20'0
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EXISTING FENCELINE
EXISTING SHED
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ELEVATION 620.00
1.0' 1.0'12.0'
.0
12.0'
TRANSFORMER AND PAD
TRANSFORMER AND PAD
EXISTING UNDERGROUND POWER CABLE, SEE NOTE 2
EXCAVATION EXTENTS
WARNING SIGN LOCATION
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.0
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(4) 4" CONDUIT
LOCAL BENCHMARK,
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(NORTHEAST CORNER OF
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GATE 16
GATE 15
GATE 14
GATE 13
GATE 12
GATE 11
GATE 10
GATE 9
UNITED STATES
CANADA
MD401
MD402
COMPENSATING WORKS
RAILROAD BRIDGE
MD401
MD402
MD402
MD402
MD402
MD402
INTERNATIONAL HIGHWAY BRIDGE
FLOW
ST. MARYS RAPIDS
NORTH DIKE
GENERAL NOTES: ALL MECHANICAL SHEETS
1. DRAWINGS CONTAIN BASE BID AND OPTIONAL BID ITEMS.
REFER TO SPECIFICATION SECTION 01 22 00.00 10.
NEW ELECTRICAL BUILDING
OPTION 1
OPTION 1
OPTION 1
OPTION 1
BASE BID
BASE BID
BASE BID
BASE BID
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GENERAL NOTES: THIS SHEET ONLY
1. REPAIR OPENINGS IN GRATING LEFT BY DEMOLISHED ITEMS
OR REPLACE GRATING IN KIND AS REQUIRED.
2. WORK ON SLUICE GATE HOISTS 9 AND 10 IS INCLUDED IN
OPTION 1.
P
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UPSTREAM
DOWNSTREAM
DEMOLISH AND DISPOSE OF EXISTING: STAND, SHAFTS,
BEARINGS, PAWL ASSEMBLY, PINION, SPUR GEAR/PINION
ASSEMBLY AND SHAFT, AND GUARDS
PRESERVE: STRUCTURAL COMPONENTS OF OPERATOR'S DECK
DEMOLISH AND DISPOSE OF EXISTING FINAL
DRIVE ASSEMBLY: PINION, SPUR GEAR, SHAFT,
AND BEARINGS
PRESERVE: STRUCTURAL COMPONENTS OF
OPERATOR'S DECK
DEMOLISH AND DISPOSE OF LINK SHAFT: SHAFTS AND COUPLINGS
DEMOLISH AND DISPOSE OF EXISTING: STAND, SHAFTS, BEARINGS,
PAWL ASSEMBLY, PINION, SPUR GEAR/PINION ASSEMBLY AND SHAFT,
AND GUARDS
PRESERVE: STRUCTURAL COMPONENTS OF OPERATOR'S DECK
DEMOLISH AND DISPOSE OF EXISTING FINAL DRIVE
ASSEMBLY: PINION, SPUR GEAR, SHAFT, AND
BEARINGS
PRESERVE: STRUCTURAL COMPONENTS OF
OPERATOR'S DECK
DEMOLISH AND DISPOSE OF LINK SHAFT, BEARINGS, AND
BEARING SUPPORTS
PRESERVE EXISTING OPERATOR'S DECK
DEMOLISH AND DISPOSE OF EXISTING ACTUATOR, SHAFTS,
COUPLINGS, BEARINGS, AND BEARING SUPPORTS
PRESERVE: STRUCTURAL COMPONENTS OF OPERATOR'S
DECK
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D . K
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B . E
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GENERAL NOTES: THIS SHEET ONLY
1. REPAIR OPENINGS IN GRATING LEFT BY DEMOLISHED ITEMS
OR REPLACE GRATING IN KIND AS REQUIRED.
2. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 15 AND 16 IS
INCLUDED IN OPTION 1.
P
LO
T D
A
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FI
LE
N A
M E
UPSTREAM
DOWNSTREAM
DEMOLISH AND DISPOSE OF EXISTING WINCH: STAND, SHAFTS, BEARINGS, PAWL
ASSEMBLY, PINION, SPUR GEAR/PINION ASSEMBLY AND SHAFT, AND GUARDS
PRESERVE: STRUCTURAL COMPONENTS OF OPERATOR'S DECK
DEMOLISH AND DISPOSE OF EXISTING FINAL
DRIVE ASSEMBLY: PINION, SPUR GEAR, SHAFT,
AND BEARINGS
PRESERVE: STRUCTURAL COMPONENTS OF
OPERATOR'S DECK
DEMOLISH AND DISPOSE OF LINK SHAFT: SHAFTS AND COUPLINGS
DEMOLISH AND DISPOSE OF EXISTING WINCH: STAND, SHAFTS,
BEARINGS, PAWL ASSEMBLY, PINION, SPUR GEAR/PINION ASSEMBLY AND
SHAFT, AND GUARDS
PRESERVE: STRUCTURAL COMPONENTS OF OPERATOR'S DECK
DEMOLISH AND DISPOSE OF EXISTING FINAL
DRIVE ASSEMBLY: PINION, SPUR GEAR, SHAFT,
AND BEARINGS
PRESERVE: STRUCTURAL COMPONENTS OF
OPERATOR'S DECK
DEMOLISH AND DISPOSE OF LINK SHAFT, BEARINGS, AND
BEARING SUPPORTS
PRESERVE EXISTING OPERATOR'S DECK
LI
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D A
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B
C
D
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
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TR
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A
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N U
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E
TR
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IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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A O
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7, W
1X K
D
-0
3_ M
-1
FY
G A
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A
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M A
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O M
P E
N S
A
TI
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W O
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S
M E
C H
A N
IC
A
L R
E
FE
R E
N C
E P
LA
N
M-101
D E
S
IG
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D B
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J.
J
A G
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IC
H
B . E
R
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D . K
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B . E
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P
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FI
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N A
M E
N
GATE 16
GATE 15
GATE 14
GATE 13
GATE 12
GATE 11
GATE 10
GATE 9
UNITED STATES
CANADA
COMPENSATING WORKS
RAILROAD BRIDGE
M-410
M-410
M-410
M-410
M-410
M-410
M-410
M-410
INTERNATIONAL HIGHWAY BRIDGE
FLOW
ST. MARYS RAPIDS
NORTH DIKE
MH401
GENERAL NOTES: ALL MECHANICAL SHEETS
1. DRAWINGS CONTAIN BASE BID AND OPTIONAL BID ITEMS.
REFER TO SPECIFICATION SECTION 01 22 00.00 10.
NEW ELECTRICAL BUILDING
OPTION 1
OPTION 1
OPTION 1
OPTION 1
BASE BID
BASE BID
BASE BID
BASE BID
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
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D B
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D A
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C O
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C H
E C
K E
D B
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D R
A W
N B
Y
IS
S
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D A
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
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TR
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M
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A
N A
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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A
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M A
Y
7, W
1X K
D
-0
3_ M
-2
FY
G A
TE
A
U
TO
M A
TI
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N C
O M
P E
N S
A
TI
N G
W O
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S
G E
N E
R A
L A
R R
A N
G E
M E
N T
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LE
V A
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N D
S E
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M-220
D E
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D B
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B . E
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FACING DOWNSTREAM
UPSTREAM DOWNSTREAM
GENERAL NOTES: THIS SHEET ONLY
1. GUARDS OMITTED FOR CLARITY - SEE DRAWING M-411.
2. BRIDGE STRUCTURE IS PROVIDED FOR CONTEXT ONLY.
REFERENCE DRAWINGS OF THE BRIDGE STRUCTURE ARE
AVAILABLE AT CONTRACTOR'S REQUEST. BRIDGE
MEMBERS AND GRATING SUPPORT MEMBERS AND
LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE
CONTRACTOR. IF THE CONTRACTOR IDENTIFIES AN
INTERFERENCE BETWEEN AND EXISTING MEMBER AND
WORK IN THESE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER'S
REPRESENTATIVE (COR) IMMEDIATELY WITH SPECIFIC
INTERFERENCE DETAILS.M-530M-534M-542M-542M-534M-532M-533
M-542
MANUAL BACKUP HANDWHEEL
PACKAGED ACTUATOR
ACTUATOR GEARBOX
P
LO
T D
A
TE
FI
LE
N A
M E
TOP OF GRATING
MODIFY AND/OR REPLACE
EXISTING GRATING IN-KIND
TO PROVIDE CLEARANCE
FOR NEW ACTUATOR STAND
M-542
M-534 M-533 M-531
M-542
M-530 M-534
M-542
M-531
M-542
H N
TB
-B
A R
R -G
E R
W
IC
K G
R E
A T
LA
K
E S
A N
D R
IV
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S O
LU
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S J
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IS
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E
D E
TR
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, M
I 4
M-540
LI
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D B
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D A
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D B
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D R
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S D
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TR
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N U
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
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M A
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7, W
1X K
D
-0
3_ M
-4
FY
G A
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M-410
D E
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D . K
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M E
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B . E
R
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GENERAL NOTES: SHEETS M-410 THRU M-561
1. GATE DIMENSIONS BASED ON EXISTING SITE DRAWINGS.
CONTRACTOR TO FIELD VERIFY DIMENSIONS REQUIRED
FOR FABRICATION OF EACH GATE HOIST PRIOR TO
FABRICATION.
2. HOIST EQUIPMENT AND INSTALLATION TYPICAL FOR ALL
GATES 9 THRU 16 (DRAWINGS BASED ON GATES 11 THRU
16).
3. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
4. ACTUATOR AND ORIENTATION SHOWN IS BASED ON DESIGN
BASIS EQUIPMENT AND IS FOR REFERENCE ONLY. ORIENT
ACTUATOR ON GEARBOX SO HANDWHEEL IS ACCESSIBLE
FROM DOWNSTREAM WALKWAY.
GENERAL NOTES: THIS SHEET ONLY
1. GUARDS OMITTED FOR CLARITY - SEE DRAWING M-411.
P
LO
T D
A
TE
FI
LE
N A
M E
CENTERLINE OF
BEARING
CENTERLINE OF
BEARING
CENTERLINE OF
BEARING
CENTERLINE OF
BEARING
CENTERLINE OF
BEARING
CENTERLINE OF
BEARING
10"
1'-9 5/8"
10"
1'-3 3/8" 1'-3 3/8" 1'-9 5/8"
8'-7 1/4" 7'-9 3/4" 6'-9 1/4" 6'-7 1/4" 7'-9 3/4" 8'-7 1/4"
UPSTREAM
DOWNSTREAM
M-220
M-220
PACKAGED
ACTUATOR/
GEARBOX
3'-2 1/4"
ACTUATOR
STAND
ACTUATOR STAND
8' -2
A
P P
R O
X
℄ HOIST
SHAFT
HANDRAIL
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
LA
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A N
D R
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S
TR
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T S
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IT
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D E
TR
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, M
I 4
℄ OF SHAFT
CLEARANCE TO
HANDRAIL, HOISTS
9 AND 10
1' -2
/2
A
P P
R O
X
CLEARANCE TO
HANDRAIL, HOISTS
11-16
ROTATE ACTUATOR ABOUT GEAR IF REQUIRED
FOR CLEARANCE TO HANDRAIL ON UPSTREAM
SIDE - KEEP HANDWHEEL ACCESSIBLE FROM
DOWNSTREAM SIDE
4' -4
/8
A
P P
R O
LI
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
F E
N G
IN
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E R
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TR
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N A
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N U
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E
TR
O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
FF
IC
E , S
A U
LT
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M
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A
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M A
Y
7, W
1X K
D
-0
3_ M
-4
FY
G A
TE
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TO
M A
TI
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N C
O M
P E
N S
A
TI
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W O
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IN
G P
LA
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G A
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H
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T
M-411
D E
S
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D B
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M E
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B . E
R
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O N
E4 PLAN: GUARDING FOR SLUICE GATE HOISTS 9 THRU 16
C4 ELEVATION: GUARDING FOR SLUICE GATE HOISTS 9 THRU 16
P
LO
T D
A
TE
FI
LE
N A
M E
0 2' 4'1'
0 2' 4'1'
GENERAL NOTES: THIS SHEET ONLY
1. DIMENSIONS SHOWN TO CONVEY DESIGN INTENT AND FOR
ESTIMATING PURPOSES ONLY. DIFFERENCES FROM
EXISTING DESIGN DRAWINGS AND DIFFERENCES FROM ONE
GATE TO ANOTHER ARE PRESENT. CONTRACTOR TO FIELD
VERIFY DIMENSIONS REQUIRED FOR FABRICATION OF EACH
SET OF GATE HOIST GUARDS PRIOR TO FABRICATION.
2. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
3. BRIDGE STRUCTURE IS PROVIDED FOR CONTEXT ONLY.
REFERENCE DRAWINGS OF THE BRIDGE STRUCTURE ARE
AVAILABLE AT CONTRACTOR'S REQUEST. BRIDGE
MEMBERS AND GRATING SUPPORT MEMBERS AND
LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE
CONTRACTOR. IF THE CONTRACTOR IDENTIFIES AN
INTERFERENCE BETWEEN AND EXISTING MEMBER AND
WORK IN THESE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY
WITH SPECIFIC INTERFERENCE DETAILS.
M-550
6' SHAFT GUARD6' SHAFT GUARD6' SHAFT GUARD
4'-9 5/16"
SHAFT GUARD
6'-3"
SHAFT GUARD6' SHAFT GUARD6' SHAFT GUARD6' SHAFT GUARD
8"2'3'-9 3/4"2'-1 1/4"2'-1 1/4"3'-9 3/4"2'8"
4'-4 5/16" O/O
SPROCKET
GUARD
4'-4 5/16" O/O
SPROCKET
GUARD
℄ COVER℄ COVER
℄ COVER
℄ COVER
℄ COVER
℄ COVER
℄ COVER
8' -2
A
P P
R O
X
7' -1
A
P P
R O
X
4' -7
A
P P
R O
X
3' -5
A
P P
R O
X
℄ HOIST SHAFT
HANDRAIL
EDGE OF
SHAFT GUARD
EDGE OF SHAFT GUARD
H N
TB
-B
A R
R -G
E R
W
IC
K G
R E
A T
LA
K
E S
A N
D R
IV
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S O
LU
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IS
W
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LD
S
TR
E E
T S
U
IT
E
D E
TR
O
IT
, M
I 4
CLEARANCE TO
HANDRAIL, HOISTS
9 AND 10
3/
8" A
P P
R O
X
CLEARANCE TO
HANDRAIL, HOISTS
11-16
ROTATE ACTUATOR ABOUT GEAR IF REQUIRED
FOR CLEARANCE TO HANDRAIL ON UPSTREAM
SIDE - KEEP HANDWHEEL ACCESSIBLE FROM
DOWNSTREAM SIDE
LI
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N N
O
D E
S C
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D B
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D R
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S
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
E
TR
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D
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TR
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T
M
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H
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A
N A
V E
N U
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E
TR
O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
FF
IC
E , S
A U
LT
S
A
IN
TE
M
A R
IE
, M
IC
H
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A
N
M A
Y
7, W
1X K
D
-0
3_ M
-5
FY
G A
TE
A
U
TO
M A
TI
O
N C
O M
P E
N S
A
TI
N G
W O
R K
S
P
IN
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D E
TA
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S S
LU
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A
TE
H O
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M-530
D E
S
IG
N E
D B
Y
J.
J
A G
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H
B . E
R
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K S
O N
D . K
E M
M E
R
B . E
R
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K S
O N
GENERAL NOTES: THIS SHEET ONLY
1. FINISH MACHINE PARTS ALL OVER UNLESS OTHERWISE
SPECIFIED. ALL MACHINED SURFACES SHALL BE 125
MICROINCHES OR BETTER UNLESS OTHERWISE SPECIFIED.
2. BREAK ALL SHARP CORNERS 1/32"x45° UNLESS OTHERWISE
SPECIFIED.
3. PINION MATERIAL SHALL BE AISI 4340QT STEEL PER ASTM
A291, GRADE 7, CLASS H WITH INDUCTION HARDENED
TEETH. MINIMUM CORE HARDNESS = 300 BHN, MINIMUM
SURFACE HARDNESS = 54C ROCKWELL.
4. KEEPER PLATE MATERIAL SHALL BE ASTM A36 STEEL.
5. KEEPER PLATES AND PINION SHALL BE PAINTED AFTER
MOUNTING ON PINION SHAFT.
6. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
1/4"
3/4"6 3/4" PINION3/4"
1/4"
8 3/4"
Ø 4.
4.
Ø 9"
Ø 1'
-2
/8
2 REQUIRED PER HOIST
P
LO
T D
A
TE
FI
LE
N A
M E
1.
1.
4.949 4.959
R1/16"
R1/16"
/1
6"
3/ 4"
7/
/8 " P
IT
CH
D
IA
M
ET
ER
BA
SE
C
IR
CL
E
DRILL AND 82° COUNTERSINK
KEEPER PLATES, DRILL AND TAP
PINIONS, 6 PLACES EQUALLY SPACED
ON Ø6 3/4 " B.C. AT BOTH ENDS OF
PINIONS FOR FLAT HEAD SCREWS,
STAKE SCREW HEADS TO LOCK
PERMANENTLY
KEEPER PLATE
PINION
KEEPER PLATE
15 TEETH, 2 3/4" CIRCULAR
PITCH, INVOLUTE 15°
R3/16"
3/32"x45° 3/32"x45°
KEEPER PLATE
KEEPER PLATE
.0
A B
-A-
-B-
H N
TB
-B
A R
R -G
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W
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D B
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D A
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C O
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C H
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K E
D B
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D R
A W
N B
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IS
S
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
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TR
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O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
FF
IC
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A U
LT
S
A
IN
TE
M
A R
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, M
IC
H
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A
N
M A
Y
7, W
1X K
D
-0
3_ M
-5
FY
G A
TE
A
U
TO
M A
TI
O
N C
O M
P E
N S
A
TI
N G
W O
R K
S
P
IN
IO
N
S H
A
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D E
TA
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S S
LU
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A
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H O
IS
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M-531
D E
S
IG
N E
D B
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J.
J
A G
U N
IC
H
B . E
R
IC
K S
O N
D . K
E M
M E
R
B . E
R
IC
K S
O N
GENERAL NOTES: THIS SHEET ONLY
1. FINISH MACHINE PARTS ALL OVER UNLESS OTHERWISE
SPECIFIED. ALL MACHINED SURFACES SHALL BE 125
MICROINCHES OR BETTER UNLESS OTHERWISE SPECIFIED.
2. BREAK ALL SHARP CORNERS 1/32"x45° UNLESS OTHERWISE
SPECIFIED.
3. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
4. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
P
LO
T D
A
TE
FI
LE
N A
M E
Ø 4.
4.
C
O U
P
LI
N G
F
IT
Ø 4.
4.
B
E A
R
IN
G
JO
U R
N A
L
Ø 5"
M
IL
L
FI
N
IS
H A
N D
TO
LE
R A
N C
E O
K
Ø 4.
4.
Ø 4.
4.
B
E A
R
IN
G
JO
U R
N A
L
11 1/16"9"
1 3/4"
4 3/4"1'-9 1/4"9"
4'-9 1/16"
NOTES FOR DETAIL E3, THIS SHEET ONLY
1. PINION SHAFT MATERIAL SHALL BE FORGED STEEL PER
ASTM A668 CLASS K, 4340 CHEMISTRY, WITH MINIMUM YIELD
STRENGTH OF 69,000 PSI, MINIMUM ULTIMATE TENSILE
STRENGTH OF 101,000 PSI, MINIMUM ELONGATION 19%,
MINIMUM REDUCTION OF AREA 43%, AND BRINNELL
HARDNESS OF 207-269. MATERIAL CERTIFICATION IS
REQUIRED.
2. PINION SHAFT SHALL BE PAINTED AFTER INSTALLATION OF
PINION AND KEEP PLATES. BEARING JOURNALS AND
COUPLING FIT AREA SHALL BE MASKED TO PREVENT
COATING.
2 REQUIRED PER HOIST
1/4"
R1/32"
R1/16" R1/16"
NOTES FOR DETAILS A2 AND A5, THIS SHEET ONLY
1. KEY MATERIAL SHALL BE 1018 COLD ROLLED STEEL.
BREAK SHARP
CORNER AND
REMOVE SHARP
EDGES
-A- -B-
3.
3.
.997 1.000
.997 1.000
3.
3.
.004 A C .004 B D
8 3/4" 1"
1"
6 7/8" 1"
1"
5/64"x45°, TYPICAL 4
CORNERS
MILL TOLERANCE AND FINISH OK
5/64"x45°, TYPICAL 4
CORNERS
MILL TOLERANCE AND FINISH OK
2 REQUIRED PER HOIST 2 REQUIRED PER HOIST
6 7/8" KEYWAY8 3/4" KEYWAY
R1/2"R1/2", BOTH ENDS
R1/16" R1/16"
-C
-D
SEE A2
SEE A5
H N
TB
-B
A R
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D R
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
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M
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N A
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N U
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E
TR
O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
FF
IC
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A U
LT
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A
IN
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A R
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H
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A
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M A
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7, W
1X K
D
-0
3_ M
-5
FY
G A
TE
A
U
TO
M A
TI
O
N C
O M
P E
N S
A
TI
N G
W O
R K
S
A C
TU
A
TO
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S H
A
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D E
TA
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S S
LU
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A
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H O
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M-532
D E
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D B
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J.
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B . E
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D . K
E M
M E
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B . E
R
IC
K S
O N
P
LO
T D
A
TE
FI
LE
N A
M E
2'-8 13/16" 4'-0 5/8"
7'-11 7/16"
GENERAL NOTES: THIS SHEET ONLY
1. FINISH MACHINE PARTS ALL OVER UNLESS OTHERWISE
SPECIFIED. ALL MACHINED SURFACES SHALL BE 125
MICROINCHES OR BETTER UNLESS OTHERWISE SPECIFIED.
2. BREAK ALL SHARP CORNERS 1/32"x45° UNLESS OTHERWISE
SPECIFIED.
3. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
4. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
NOTES FOR DETAIL E3, THIS SHEET ONLY
1. ACTUATOR SHAFT MATERIAL SHALL BE FORGED STEEL PER
ASTM A668 CLASS K, 4340 CHEMISTRY, WITH MINIMUM YIELD
STRENGTH OF 69,000 PSI, MINIMUM ULTIMATE TENSILE
STRENGTH OF 101,000 PSI, MINIMUM ELONGATION 19%,
MINIMUM REDUCTION OF AREA 43%, AND BRINNELL
HARDNESS OF 207-269. MATERIAL CERTIFICATION IS
REQUIRED.
2. ACTUATOR SHAFT HALL BE PAINTED. ACTUATOR FIT AND
COUPLING FITS SHALL BE MASKED TO PREVENT COATING.
NOTES FOR DETAILS A2 AND A5, THIS SHEET ONLY
1. KEY MATERIAL SHALL BE 1018 COLD ROLLED STEEL.
1 REQUIRED PER HOIST
-A- -B-
3.
3.
.997 1.000
.997 1.000
3.
3.
.003 A C .003 B D
5 11/16" 1"
1"
1'-2" 1"
1"
5/64"x45°, TYPICAL 4
CORNERS
MILL TOLERANCE AND FINISH OK
5/64"x45°, TYPICAL 4
CORNERS
MILL TOLERANCE AND FINISH OK
2 REQUIRED PER HOIST 1 REQUIRED PER HOIST
1'-2" KEYWAY 4'-0 5/8"5 11/16" KEYWAY
5 11/16" KEYWAY
R1/2"
R1/2", BOTH ENDS
R1/2"
R1/16" R1/16"
-C
-D
SEE A2
SEE A5
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
LA
K
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A N
D R
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D B
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D R
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IS
S
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
F E
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N A
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N U
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E
TR
O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
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IC
E , S
A U
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A
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M A
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7, W
1X K
D
-0
3_ M
-5
FY
G A
TE
A
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TO
M A
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O
N C
O M
P E
N S
A
TI
N G
W O
R K
S
IN
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R M
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IA
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M-533
D E
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B . E
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M E
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B . E
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Ø 4.
4.
B
E A
R
IN
G
JO
U R
N A
L
Ø 4.
4.
B
E A
R
IN
G
JO
U R
N A
L
11" 11"
6'-10 3/4"
P
LO
T D
A
TE
FI
LE
N A
M E
GENERAL NOTES: THIS SHEET ONLY
1. FINISH MACHINE PARTS ALL OVER UNLESS OTHERWISE
SPECIFIED. ALL MACHINED SURFACES SHALL BE 125
MICROINCHES OR BETTER UNLESS OTHERWISE SPECIFIED.
2. BREAK ALL SHARP CORNERS 1/32"x45° UNLESS OTHERWISE
SPECIFIED.
3. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
4. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
NOTES FOR DETAIL E3, THIS SHEET ONLY
1. INTERMEDIATE SHAFT MATERIAL SHALL BE FORGED STEEL
PER ASTM A668 CLASS K, 4340 CHEMISTRY, WITH MINIMUM
YIELD STRENGTH OF 69,000 PSI, MINIMUM ULTIMATE
TENSILE STRENGTH OF 101,000 PSI, MINIMUM ELONGATION
19%, MINIMUM REDUCTION OF AREA 43%, AND BRINNELL
HARDNESS OF 207-269. MATERIAL CERTIFICATION IS
REQUIRED.
2. INTERMEDIATE SHAFT SHALL BE PAINTED. BEARING
JOURNALS AND COUPLING FITS SHALL BE MASKED TO
PREVENT COATING.
NOTES FOR DETAIL A2, THIS SHEET ONLY
1. KEY MATERIAL SHALL BE 1018 COLD ROLLED STEEL.
2 REQUIRED PER HOIST
3.
3.
.997 1.000
.003 A C
.003 B D
5 11/16" 1"
1"
5/64"x45°, TYPICAL 4
CORNERS
MILL TOLERANCE AND FINISH OK
4 REQUIRED PER HOIST
R1/2"
5 11/16" KEYWAY 5 11/16" KEYWAY
R1/2"
6'-9 5/8"
19'-4 3/16"
3'-9 13/16"
TYPICAL, BOTH ENDS OF SHAFT
R1/16"
-C
-D
ONE END
OTHER END
SEE A2
H N
TB
-B
A R
R -G
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W
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A T
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D R
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
F E
N G
IN
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S D
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TR
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M
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H
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A
N A
V E
N U
E D
E
TR
O
IT
, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
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A O
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A U
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A
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A R
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H
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A
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M A
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7, W
1X K
D
-0
3_ M
-5
FY
G A
TE
A
U
TO
M A
TI
O
N C
O M
P E
N S
A
TI
N G
W O
R K
S
S H
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C O
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P
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A
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FI
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N A
M E
RIGID COUPLING HALFFLEXIBLE COUPLING HALF
GENERAL NOTES: DETAIL E4, THIS SHEET ONLY
1. COUPLING SET WITH (1) GEAR TYPE FLEXIBLE HALF AND (1)
RIGID HALF AND HARDWARE, BORED AND KEYWAYED AS
SHOWN. RATED FOR 250,049 IN-LBS MINIMUM TORQUE AT 5
RPM PLUS PLUS SERVICE FACTOR RECOMMENDED BY
MANUFACTURER FOR HEAVY DUTY HOIST APPLICATION (2.0
MINIMUM). MINIMUM ENDFLOAT CAPABILITY = ±3/16".
MINIMUM ANGULAR MISALIGNMENT CAPABILITY = 1.5°.
2. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
3. OUTER SURFACES OF FLEXIBLE COUPLING SLEEVE AND
RIGID COUPLING HALF SHALL BE PAINTED. EXPOSED END
OF OUTER SURFACES OF FLEXIBLE COUPLING HUB SHALL
BE PAINTED. INTERNAL SURFACES, BORES, KEYWAYS, AND
MATING FACES OF COUPLINGS SHALL BE MASKED TO
PREVENT COATING.
4. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
DETAIL: FLEXIBLE COUPLING
M-220
Ø 4.
4.
Ø 4.
4.
4.885 4.895
1.
1.
R1/16", TYPICAL
4.885 4.895
1.
1.
R1/16"
.0
B D
-B
-A
.0
A C
R1/16" R1/16"
6"0 3" 1'
-C- -D-
RIGID COUPLING HALFRIGID COUPLING HALF
DETAIL: RIGID COUPLING
M-220
Ø 4.
4.
Ø 4.
4.
4.885 4.895
1.
1.
R1/16", TYPICAL
4.885 4.895
1.
1.
R1/16"
.0
B D
-B
-A
.0
A C
R1/16"
R1/16"
6"0 3" 1'
-C- -D-
GENERAL NOTES: DETAIL A4, THIS SHEET ONLY
1. COUPLING SET WITH (2) RIGID HALVES AND HARDWARE,
BORED AND KEYWAYED AS SHOWN. RATED FOR 250,049
IN-LBS MINIMUM TORQUE AT 5 RPM PLUS PLUS SERVICE
FACTOR RECOMMENDED BY MANUFACTURER FOR HEAVY
DUTY HOIST APPLICATION (2.0 MINIMUM).
2. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
3. OUTER SURFACES OF RIGID COUPLING HALVES SHALL BE
PAINTED. INTERNAL SURFACES, BORES, KEYWAYS, AND
MATING FACES OF COUPLINGS SHALL BE MASKED TO
PREVENT COATING.
H N
TB
-B
A R
R -G
E R
W
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A T
LA
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A N
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
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E R
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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7, W
1X K
D
-0
3_ M
-5
FY
G A
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A
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M A
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O M
P E
N S
A
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W O
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GENERAL NOTES: SHEETS M-540 AND M-541
1. MATERIALS FOR PLATES, ANGLES, AND CHANNELS SHALL
BE ASTM A36. MATERIAL FOR WIDE FLANGE BEAMS AND
TEE SHAPES SHALL BE ASTM A992.
2. ACTUATOR STAND TO BE OF WELDED CONSTRUCTION
EXCEPT WHERE BOLTED CONNECTIONS ARE SHOWN. ALL
WELDING SHALL BE PER AWS D1.1 USING E70XX
ELECTRODES.
3. ALL BOLTED CONNECTIONS ARE TO BE MADE UP WITH
ASTM A325 HEAVY HEX BOLTS, F436 FLAT OR TAPERED
WASHERS AS REQUIRED, AND A194 HEAVY HEX NUTS. ALL
HARDWARE IS TO BE GALVANIZED.
4. COMPLETED ACTUATOR STAND SHALL BE HOT-DIP
GALVANIZED. ANY DAMAGE TO THE GALVANIZED COATING
SHALL BE REPAIRED BY RE-DIPPING THE COMPLETED
ACTUATOR STAND. FIELD WELDING, DRILLING, CUTTING,
OR OTHER MODIFICATIONS ARE NOT PERMITTED.
5. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
6. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
1' -4
/4
℄ ACTUATOR
1/
2"
1 REQUIRED PER HOIST
P
LO
T D
A
TE
FI
LE
N A
M E
M-541
M-541
1' -0
/8
1'
-0
/8
R6", 2 PLACES
1'
-1 0"
1/
2"
Ø6"
(8) Ø1 1/8" HOLES EQUALLY SPACED ON Ø1'-11"
B.C. FOR 1" BOLTS FOR ACTUATOR MOUNTING
1 1/2"x5"x3'-5 1/2" FLAT BAR 5/16"
1/2"1'-7"
3'-7"
3/4"
1/4
H N
TB
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EQ.
EQ. 3"
EQ.
EQ. EQ.
EQ.
1"
TYPICAL, (4) 1/2"
STIFFENERS ON
EACH SIDE
1/2" FULL HEIGHT STIFFENER,
TYPICAL BOTH SIDES
1/2" FULL HEIGHT STIFFENER,
TYPICAL BOTH SIDES
EQ. EQ.
LI
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
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-X -X
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M-541
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1 1/2" ⅊ 2'-9 9/16"
GUSSET
2' -0
/8
" G U
S S
E T
P
LO
T D
A
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FI
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N A
M E
1" T
Y P
IC
A
L
TYPICAL 2 PLACES, SIMILAR 2 PLACES
W12
W12
C8
2 3/16"
3'-3" 3'-3"
9'-7 7/8"
W12x30
W12x30
C 8x
.5
C 8x
.5
C 8x
.5
C 8x
.5
(8) Ø13/16" THRU ACTUATOR BASE
PLATE AND TOP FLANGE OF C8 FOR
3/4" BOLTS, NUTS, AND WASHERS
5 3/8"8'-6 1/8"5 3/8"
(8) Ø13/16" THRU BOTTOM FLANGE OF C12
FOR MOUNTING TO EXISTING OPERATOR'S
DECK STRUCTURE WITH 3/4" BOLTS, NUTS,
AND WASHERS. LOCATE ACTUATOR STAND
PER DRAWING M-410 AND M-220 AND USE AS
TEMPLATE TO DRILL (8) Ø13/16 HOLES IN
EXISTING OPERATOR'S DECK GIRDER AT
FIELD ASSEMBLY
M-541
1/4
6" 4 EQ. SP. @ 8" = 2'-8"
2' -8
" C /C
3/
4" G
A
3/
4" G
A
1/
2" 2'
-1
1/ 2"
2"
1 1/2" ⅊ 1 1/2" ⅊
2"
3' -2
/2
" O /O
1 1/2" ⅊ x 3'-2 1/4" x 3'-8"
3/4
3/4 FULL PEN.
REQUIRED
TYPICAL
H N
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3/4"X45°
CHAMFER
1" G
A P
A T
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S O
N
LY
C8
3/4"x45° CHAMFER, TYPICAL
3/16
3/16 TYPICAL
3 SIDES
3/
3/16
1 1/2"
END OF W12 AT
SIMILAR
3/16
SIM. M-541
LI
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S D
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TR
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
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O N∠8"x6"x1/2"
(2)∠5"x3"x1/2"
1'-6"
(4) 13/16"x3" SLOTTED
HOLES IN BEARING
SUPPORT AND (4)
Ø13/16" HOLES IN NEW
ANGLES FOR 3/4"
BOLTS, ATTACH WITH
NEW BOLTS, NUTS,
AND WASHERS
(4) Ø15/16 HOLES
FOR 7/8" MOUNTING
BOLTS, NUTS, AND
WASHERS
1" 1"
1/
4"
3/
4" 3/
4"
7" 1' -8
1 1/2"9 1/2"
1'-0 1/2"
7 1/2"
5 7/8" 3/4" ⅊
1/
2" 1'
-5
1/
2" 3"
1/
2"
1/ 2"
3"
1 1/2"9 1/2"
(10) Ø15/16 HOLES IN BOTTOM
PLATE ONLY FOR 7/8" BOLTS FOR
BEARING STAND MOUNTING
(4) Ø15/16" HOLES IN
TOP PLATE ONLY FOR
7/8" BOLTS FOR
BEARING MOUNTING
1/
8"
1'-4 1/2" 6 1/4"
NOTES FOR DETAIL F2, THIS SHEET ONLY
1. BEARING SHALL BE HORIZONTALLY SPLIT, GREASE
LUBRICATED, PILLOW BLOCK TYPE, 4 BOLT MOUNTING,
BRONZE BUSHED, SUITABLE FOR OUTDOOR SERVICE, AND
SUITABLE FOR 3,336 LBS MINIMUM CONTINUOUS RADIAL
LOAD AT .5 RPM AND 20,062 LBS MINIMUM INTERMITTENT
RADIAL LOAD AT .5 RPM. RADIAL LOADS ACT VERTICALLY
DOWNWARD OR AT UP TO 15° OFF VERTICALLY DOWNWARD
IN EITHER DIRECTION.
3. ALL BOLTED CONNECTIONS ARE TO BE MADE UP WITH
ASTM A325 HEAVY HEX BOLTS, F436 FLAT OR TAPERED
WASHERS AS REQUIRED, AND A194 HEAVY HEX NUTS. ALL
HARDWARE IS TO BE GALVANIZED.
4. DIMENSIONAL DETAILS ARE DEPENDENT ON
MANUFACTURER SELECTED FOR COMPONENTS AND MAY
REQUIRE REVISION TO MEET SELECTED COMPONENT
MANUFACTURER'S REQUIREMENTS.
5. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
Ø4 7 /16
" N
OMIN
AL
SHAFT SIZE
NOTES FOR DETAILS A2 AND A6, THIS SHEET ONLY
1. MATERIALS FOR PLATES, ANGLES, AND CHANNELS SHALL
BE ASTM A36. PLATES FOR WIDE FLANGE BEAMS AND TEE
SHAPES SHALL BE ASTM A992.
2. SUPPORTS TO BE OF WELDED CONSTRUCTION. ALL
WELDING SHALL BE PER AWS D1.1 USING E70XX
ELECTRODES.
3. COMPLETED BEARING STANDS SHALL BE HOT-DIP
GALVANIZED. ANY DAMAGE TO THE GALVANIZED COATING
SHALL BE REPAIRED BY RE-DIPPING THE COMPLETED
BEARING STANDS. FIELD WELDING, DRILLING, CUTTING, OR
OTHER MODIFICATIONS ARE NOT PERMITTED.
3/ 4"
P
LO
T D
A
TE
FI
LE
N A
M E
2 1/2"
8 REQUIRED PER HOIST
4 REQUIRED PER HOIST4 REQUIRED PER HOIST
1'-1 1/2" 3 1/2"1 1/2" 1 3/8"
MOUNTING HOLES FOR 7/8" BOLTS
1'-1 1/2" 2 1/4"
3/16
1/4
TYPICAL
3 1/2" 2"
1' -1
/2
3/ 4"
1/4
TYPICAL
3/
/1
6"
9/
/1
6"
3/
4"
7 1/4"
8 1/2"
ROUND OR SQUARE BOTTOM
SLOTS AT FABRICATOR OPTION
8 SETS REQUIRED PER HOIST
NOTES FOR DETAIL F6, THIS SHEET ONLY
1. ONE SET OF SHIMS CONSISTS OF:
(2) 10 GA. (1/8" THICK)
(2) 16 GA. (1/16" THICK)
(4) 22 GA.
(4) 26 GA.
2. SHIM MATERIAL SHALL BE 304 STAINLESS STEEL.
2 7/8"2 1/2"
1/ 2"
2' -2
/8
2'
-5
/4
4' -1
7/
8"
1/
2"1 3/4" GA.
1 3/4" GA.
EXISTING
CROSS
FRAME
EXISTING
CROSS
FRAME
EXISTING CROSS FRAME
EXISTING CROSS FRAME
EXISTING
GIRDER
2" G
A
2" G
A
NEW ∠3"x3"x1/2" x 6" LONG
NEW ∠3"x3"x1/2" x 6" LONG
5"
TYPICAL
1/
2"2 1/
4"
(2) Ø13/16" HOLES THRU NEW
ANGLE AND EXISTING CROSS
FRAME FOR 3/4" BOLTS,
NUTS, AND WASHERS,
TYPICAL 2 PLACES
NEW ∠3"x3"
1/
2"1 1/
4"
∠5"x3"
2" GA.
6"
3/16 3/16
G
2-8
2-82" AT EACH
END, BOTH
SIDES
1/4
1/4
1/4
TYPICAL
1/4
3/16
3/16
H N
TB
-B
A R
R -G
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W
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K G
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A T
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, M
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5"
5"
1 1/2" 1 1/2"
3/4"x45° CHAMFER, TYPICAL
LI
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D A
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B
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D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
E
TR
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D
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TR
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M
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H
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A
N A
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N U
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E
TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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7, W
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3_ M
-5
FY
G A
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A
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O M
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N S
A
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W O
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M-550
D E
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D B
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D . K
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B . E
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SECTION: DECK MODIFICATION (TYP)
GENERAL NOTES: THIS SHEET ONLY
1. DIMENSIONS SHOWN TO CONVEY DESIGN INTENT AND FOR
ESTIMATING PURPOSES ONLY. DIFFERENCES FROM
EXISTING DESIGN DRAWINGS AND DIFFERENCES FROM ONE
GATE TO ANOTHER ARE PRESENT. CONTRACTOR TO FIELD
VERIFY DIMENSIONS REQUIRED FOR FABRICATION OF EACH
SET OF GATE HOIST GUARDS PRIOR TO FABRICATION.
2. MATERIAL FOR COVER PLATES SHALL BE ASTM A786.
MATERIAL FOR SPACER BARS SHALL BE ASTM A36.
3. ALL WELDING SHALL BE PER AWS D1.1 USING E70XX
ELECTRODES.
4. PAINT COMPLETED NEW COVER PLATES - REFER TO
SPECIFICATIONS FOR REQUIREMENTS.
5. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
P
LO
T D
A
TE
FI
LE
N A
M E
0 2' 4'1'
NOTE: HOIST EQUIPMENT DETAILS
OMITTED FOR CLARITY
A2 SECTION: DECK MODIFICATION
TYPICAL 2 PLACES
M-411
2'0 1' 4'
2'-1 3/4" 3'-11 1/4" COVER PLATE
2" B
E N
T
LI
P
EX. 3/8" ⅊
EX. 5/8" ⅊
NEW 1/4" TREAD PLATE
1" WIDE x 1 1/4" HIGH SPACER
BARS ON 3 SIDES OF TREAD
PLATE TO CLEAR RIVET HEADS
3/16
TYPICAL
3/16
TYPICAL
EXISTING HOIST BEAM
PINION AND BULL GEAR,
BEARING OMITTED FOR
CLARITY
TRIM 1 1/4" HIGH SPACER BARS
ON SIDES TO ACCOMMODATE
STEP IN EXISTING PLATES
H N
TB
-B
A R
R -G
E R
W
IC
K G
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A T
LA
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A N
D R
IV
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D B
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D R
A W
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IS
S
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D A
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B
C
D
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F
G
2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
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TR
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D
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TR
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M
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H
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A
N A
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N U
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TR
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
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A
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7, W
1X K
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3_ M
-5
FY
G A
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A
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M A
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O M
P E
N S
A
TI
N G
W O
R K
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S H
A
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G U
A R
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TA
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A
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A
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M-551
D E
S
IG
N E
D B
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J.
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A G
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B . E
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K S
O N
D . K
E M
M E
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B . E
R
IC
K S
O N
GENERAL NOTES: SHEETS M-551 THRU M-555
1. DIMENSIONS SHOWN TO CONVEY DESIGN INTENT AND FOR
ESTIMATING PURPOSES ONLY. DIFFERENCES FROM
EXISTING DESIGN DRAWINGS AND DIFFERENCES FROM ONE
GATE TO ANOTHER ARE PRESENT. CONTRACTOR TO FIELD
VERIFY DIMENSIONS REQUIRED FOR FABRICATION OF EACH
SET OF GATE HOIST GUARDS PRIOR TO FABRICATION.
2. MATERIAL FOR PLATES, ANGLES, AND CHANNELS SHALL BE
ASTM A36. MATERIAL FOR WIDE FLANGE BEAMS AND TEE
SHAPES SHALL BE ASTM A992. MATERIAL FOR SHEET
SHALL BE ASTM A366. MATERIAL FOR HINGE LEAF AND PIN
SHALL BE 304 STAINLESS STEEL.
3. SHAFT GUARDS TO BE OF WELDED CONSTRUCTION EXCEPT
WHERE BOLTED CONNECTIONS ARE SHOWN. ALL WELDING
SHALL BE PER AWS D1.1. ALL SHAFT GUARD WELDING
SHALL USE E70XX ELECTRODES. HINGE WELDING SHALL
USE E309-15 ELECTRODES.
4. ALL BOLTED CONNECTIONS ARE TO BE MADE UP WITH
ASTM A325 HEAVY HEX BOLTS, F436 FLAT OR TAPERED
WASHERS AS REQUIRED, AND A194 HEAVY HEX NUTS. ALL
HARDWARE IS TO BE GALVANIZED.
5. COMPLETED GUARD AND HINGED COVER SHALL BE HOT-DIP
GALVANIZED. ANY DAMAGE TO THE GALVANIZED COATING
SHALL BE REPAIRED BY RE-DIPPING THE COMPLETED
GUARD AND HINGED COVER. FIELD WELDING, DRILLING,
CUTTING, OR OTHER MODIFICATIONS ARE NOT PERMITTED.
6. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
P
LO
T D
A
TE
FI
LE
N A
M E
DOWNSTREAM
UPSTREAM
SECTION: SHAFT GUARD
4 REQUIRED PER HOIST
A6
R11" INSIDE
1' -1
/2
SYMMETRICAL ABOUT THIS
CENTERLINE EXCEPT COVER
6" 5 EQ. SP. @ 1' = 5'
REFER TO DRAWING
M-411
6'
℄ COVER
1" OVERLAP
ALL AROUND
1' COVER
° C
OVER
STAINLESS STEEL PIANO STYLE HINGE
SECURED TO COMPLETED GUARD AND
ACCESS COVER WITH STAINLESS
STEEL FASTENERS
HINGED COVER TO BE SECURED
IN CLOSED POSITION USING
HAND OPERATED, QUARTER
TURN, CAPTIVE LATCH - SEE
1'-10" INSIDE
12 GA. (.105 THK.)
7/8" GA.
1/
2"
1/4"x1 1/2" FLAT
BAR FLANGE
∠1 1/2"x1 1/2"x3/16"
(12) 9/16"x2"
SLOTS FOR
1/2" BOLTS
GRATING CLIP
SEE
M-411
SECTION: SHAFT GUARD
DETAIL: SHAFT GUARD (TYP)
1/8
1/8
TYPICAL
1/8
HINGED
COVER
TYPICAL
TYPICAL
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"A2
(8) Ø9/16" HOLES FOR 1/2"
BOLTS, TYPICAL BOTH ENDS
M-551
M-551
3'-4" 1'-4"
1/8
TYPICAL
1/2-13 SHOULDERED LIFTING EYE BOLT,
ZINC PLATED FINISH, SCREWED INTO 1/2-13
HEAVY HEX NUT, ASTM A194 PLAIN FINISH,
WELDED TO INSIDE OF SHAFT GUARD
° T
YP
IC
AL
R1' B.
C.
GENERAL NOTES: THIS SHEET ONLY
1. APPROXIMATE GUARD WEIGHT AS DESIGNED = 150 LBS.
EACH
9 1/2" 9 1/2"
3"
3"
Ø1/2" HANDLE,
4 PLACES
1/8
TYPICAL
M-562
M-562
45°
1/
2"
H N
TB
-B
A R
R -G
E R
W
IC
K G
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A T
LA
K
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A N
D R
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D A
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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IN
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
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M M
M M
M M
M M
M Y
Y Y
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X X
X X
X X
-X X
-X -X
X X
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S I D
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M-552
D E
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B . E
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K S
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P
LO
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TE
FI
LE
N A
M E
DOWNSTREAM
UPSTREAM
SECTION: SHAFT GUARD
1 REQUIRED PER HOIST
A6
R11" INSIDE
1' -1
/2
SYMMETRICAL ABOUT
THIS CENTERLINE
EXCEPT COVER
6" 4 EQ. SP. @ 1' = 4'
6'
℄ COVER
1" OVERLAP
ALL AROUND
1' COVER
° C
OVER
STAINLESS STEEL PIANO STYLE
HINGE SECURED TO
COMPLETED GUARD AND
ACCESS COVER WITH
STAINLESS STEEL FASTENERS
HINGED COVER TO BE SECURED
IN CLOSED POSITION USING
HAND OPERATED, QUARTER
TURN, CAPTIVE LATCH - SEE
1'-10" INSIDE
12 GA. (.105 THK.)
7/8" GA.
1/
2"
1/4"x1 1/2" FLAT
BAR FLANGE
∠1 1/2"x1 1/2"x3/16"
(10) 9/16"x2"
SLOTS FOR
1/2" BOLTS
M-411
SECTION: SHAFT GUARD
DETAIL: SHAFT GUARD (TYP)
1/8
1/8
TYPICAL
1/8
HINGED
COVER
TYPICAL
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
7"
1/
2"
(8) Ø9/16" HOLES
FOR 1/2" BOLTS,
TYPICAL BOTH
ENDS
M-552
M-552
A2
8"
1/8
TYPICAL
3'-4" 1'-4"
1/2-13 SHOULDERED LIFTING EYE BOLT,
ZINC PLATED FINISH, SCREWED INTO 1/2-13
HEAVY HEX NUT, ASTM A194 PLAIN FINISH,
WELDED TO INSIDE OF SHAFT GUARD
R1' B.
C.
° T
YP
IC
AL
GENERAL NOTES: THIS SHEET ONLY
1. APPROXIMATE GUARD WEIGHT AS DESIGNED = 150 LBS.
9 1/2" 4'
3"
3"
1/8
TYPICAL
M-562
GRATING CLIP
SEE
M-562
45°
1/
2"
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
LA
K
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A N
D R
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D B
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D R
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IS
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D A
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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F E
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IN
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-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
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M M
M M
M M
M M
M Y
Y Y
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X X
X X
X X
-X X
-X -X
X X
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S I D
S O
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W O
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D E
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B . E
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P
LO
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TE
FI
LE
N A
M E
DOWNSTREAM
UPSTREAM
SECTION: SHAFT GUARD
1 REQUIRED PER HOIST
A6
R11" INSIDE
1' -1
/2
SYMMETRICAL ABOUT
THIS CENTERLINE
EXCEPT COVER
5 EQ. SP. @ 1' = 4'
4'-9 5/16" - FIELD VERIFY LENGTH BEFORE FABRICATION
℄ COVER
1" OVERLAP
ALL AROUND
1' COVER
° C
OVER
STAINLESS STEEL PIANO STYLE
HINGE SECURED TO
COMPLETED GUARD AND
ACCESS COVER WITH
STAINLESS STEEL FASTENERS
HINGED COVER TO BE SECURED
IN CLOSED POSITION USING
HAND OPERATED, QUARTER
TURN, CAPTIVE LATCH - SEE
1'-10" INSIDE
12 GA. (.105 THK.)
7/8" GA.
1/
2"
1/4"x1 1/2" FLAT
BAR FLANGE
∠1 1/2"x1 1/2"x3/16"
(12) 9/16"x2" SLOTS FOR 1/2" BOLTS
M-411
SECTION: SHAFT GUARD
DETAIL: SHAFT GUARD (TYP)
1/8
1/8
TYPICAL
1/8
HINGED
COVER
TYPICAL
TYPICAL
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
2'-1 1/4"
6"
C8 C8
(8) Ø9/16" HOLES
FOR 1/2" BOLTS
M-553
M-553
A2
1/8
TYPICAL
2'-9 5/16" 1'
1/2-13 SHOULDERED LIFTING EYE BOLT,
ZINC PLATED FINISH, SCREWED INTO 1/2-13
HEAVY HEX NUT, ASTM A194 PLAIN FINISH,
WELDED TO INSIDE OF SHAFT GUARD
° T
YP
IC
AL
R1' B.
C.
GENERAL NOTES: THIS SHEET ONLY
1. APPROXIMATE GUARD WEIGHT AS DESIGNED = 120 LBS.
6 13/16" 9 1/2"
3"
3"
1/8
TYPICAL
M-562
GRATING CLIP
SEE
M-562
45°
1/
2"
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
LA
K
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A N
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D B
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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F E
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IN
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-2
RELEASE FOR CONSTRUCTION
W
1X K
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M M
M M
M M
M M
M Y
Y Y
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X X
X X
X X
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-X -X
X X
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M-554
D E
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D . K
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B . E
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O N
P
LO
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A
TE
FI
LE
N A
M E
DOWNSTREAM
UPSTREAM
SECTION: SHAFT GUARD
1 REQUIRED PER HOIST
A6
R11" INSIDE
1' -1
/2
SYMMETRICAL ABOUT
THIS CENTERLINE
EXCEPT COVER
6" 5 EQ. SP. @ 1' = 5'
6'-3" - FIELD VERIFY LENGTH BEFORE FABRICATION
℄ COVER
1" OVERLAP
ALL AROUND
1' COVER
° C
OVER
STAINLESS STEEL PIANO STYLE
HINGE SECURED TO
COMPLETED GUARD AND
ACCESS COVER WITH
STAINLESS STEEL FASTENERS
HINGED COVER TO BE
SECURED IN CLOSED
POSITION USING HAND
OPERATED, QUARTER
TURN, CAPTIVE LATCH -
SEE
1'-10" INSIDE
12 GA. (.105 THK.)
7/8" GA.
1/
2"
1/4"x1 1/2" FLAT
BAR FLANGE
∠1 1/2"x1 1/2"x3/16"
(12) 9/16"x2" SLOTS FOR 1/2" BOLTS
M-411
M-554
SECTION: SHAFT GUARD
DETAIL: SHAFT GUARD (TYP)
1/8
1/8
TYPICAL
1/8
HINGED
COVER
TYPICAL
TYPICAL
M-554
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
2'-1 1/4"
(8) Ø9/16" HOLES
FOR 1/2" BOLTS
A2
1/8
TYPICAL
1'-4" 3'-4"
1/2-13 SHOULDERED LIFTING EYE BOLT,
ZINC PLATED FINISH, SCREWED INTO 1/2-13
HEAVY HEX NUT, ASTM A194 PLAIN FINISH,
WELDED TO INSIDE OF SHAFT GUARD
° T
YP
IC
AL
R1' B.
C.
GENERAL NOTES: THIS SHEET ONLY
1. APPROXIMATE GUARD WEIGHT AS DESIGNED = 155 LBS.
9 1/2" 4'
3"
3"
1/8
TYPICAL
M-562
GRATING CLIP
SEE
M-562
45°
1/
2"
H N
TB
-B
A R
R -G
E R
W
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K G
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A T
LA
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A N
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D B
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D R
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D A
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
F E
N G
IN
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S D
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, M I 4
-2
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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W O
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M-555
D E
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D B
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A G
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B . E
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D . K
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M E
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B . E
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IC
K S
O N
P
LO
T D
A
TE
FI
LE
N A
M E
DOWNSTREAM
UPSTREAM
SECTION: SHAFT GUARD
1 REQUIRED PER HOIST
A6
R11" INSIDE
1' -1
/2
SYMMETRICAL ABOUT
THIS CENTERLINE
EXCEPT COVER
6"4 EQ. SP. @ 1' = 4'
6'
℄ COVER
1" OVERLAP
ALL AROUND
1' COVER
° C
OVER
STAINLESS STEEL PIANO STYLE
HINGE SECURED TO
COMPLETED GUARD AND
ACCESS COVER WITH
STAINLESS STEEL FASTENERS
1'-10" INSIDE
12 GA. (.105 THK.)
7/8" GA.
1/
2"
1/4"x1 1/2" FLAT
BAR FLANGE
∠1 1/2"x1 1/2"x3/16"
(10) 9/16"x2" SLOTS FOR 1/2" BOLTS
M-411
SECTION: SHAFT GUARD
DETAIL: SHAFT GUARD (TYP)
1/8
1/8
TYPICAL
1/8
HINGED
COVER
TYPICAL
TYPICAL
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
7"
1/
2"
(8) Ø9/16" HOLES
FOR 1/2" BOLTS,
TYPICAL BOTH
ENDS
M-555
M-555
8"
A2
1/8
TYPICAL
3'-4" 1'-4"
1/2-13 SHOULDERED LIFTING EYE BOLT,
ZINC PLATED FINISH, SCREWED INTO
1/2-13 HEAVY HEX NUT, ASTM A194 PLAIN
FINISH, WELDED TO INSIDE OF SHAFT
GUARD
R1' B.
C.
° T
YP
IC
AL
GENERAL NOTES: THIS SHEET ONLY
1. APPROXIMATE GUARD WEIGHT AS DESIGNED = 150 LBS.
4' 9 1/2"
3"
3"
1/8
TYPICAL
HINGED COVER TO BE
SECURED IN CLOSED
POSITION USING HAND
OPERATED, QUARTER
TURN, CAPTIVE LATCH -
SEE
M-562
GRATING CLIP
SEE
M-562
45°
1/
2"
H N
TB
-B
A R
R -G
E R
W
IC
K G
R E
A T
LA
K
E S
A N
D R
IV
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S O
LU
TI
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S J
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S
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K E
D B
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D R
A W
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IS
S
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D A
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B
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D
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S D
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TR
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M-556
GENERAL NOTES: SHEETS M-556 THRU M-561
1. DIMENSIONS SHOWN TO CONVEY DESIGN INTENT AND FOR
ESTIMATING PURPOSES ONLY. DIFFERENCES FROM
EXISTING DESIGN DRAWINGS AND DIFFERENCES FROM ONE
GATE TO ANOTHER ARE PRESENT. CONTRACTOR TO FIELD
VERIFY DIMENSIONS REQUIRED FOR FABRICATION OF EACH
SET OF GATE HOIST GUARDS PRIOR TO FABRICATION.
2. MATERIAL FOR PLATES, ANGLES, AND CHANNELS SHALL BE
ASTM A36. MATERIAL FOR WIDE FLANGE BEAMS AND TEE
SECTIONS SHALL BE ASTM A992. MATERIAL FOR SHEET
SHALL BE ASTM A366. HINGE LEAF AND PIN MATERIAL
SHALL BE 304 STAINLESS STEEL.
3. SHAFT GUARDS TO BE OF WELDED CONSTRUCTION EXCEPT
WHERE BOLTED CONNECTIONS ARE SHOWN. ALL WELDING
SHALL BE PER AWS D1.1. ALL SHAFT GUARD WELDING
SHALL USE E70XX ELECTRODES.
4. ALL BOLTED CONNECTIONS ARE TO BE MADE UP WITH
ASTM A325 HEAVY HEX BOLTS, F436 FLAT OR TAPERED
WASHERS AS REQUIRED, AND A194 HEAVY HEX NUTS. ALL
HARDWARE IS TO BE GALVANIZED.
5. COMPLETED GUARD SECTIONS AND COVERS SHALL BE
HOT-DIP GALVANIZED. ANY DAMAGE TO THE GALVANIZED
COATING SHALL BE REPAIRED BY RE-DIPPING THE
COMPLETED GUARD SECTIONS AND COVERS. FIELD
WELDING, DRILLING, CUTTING, OR OTHER MODIFICATIONS
ARE NOT PERMITTED.
6. WORK ON SLUICE GATE HOISTS 11 THRU 14 IS INCLUDED IN
BASE BID. WORK ON SLUICE GATE HOISTS 9, 10, 15, AND 16
IS INCLUDED IN OPTION 1.
GENERAL NOTES: SHEETS M-556 THRU M-558
1. APPROXIMATE GUARD WEIGHT AS DESIGNED FOR
SECTIONS FROM LEFT TO RIGHT AS SHOWN IN SECTION A4
ON THIS SHEET = 180 LBS., 150 LBS, 130 LBS, 100 LBS.
SECTION: SPROCKET GUARD
1' 2'0 6"
M-411
DETAIL: SPROCKET GUARD (TYP)
1' 2'0 6"
A4
1 REQUIRED PER HOIST
1/
4"
1' -1
/2
1'-2 1/2" INSIDE2' INSIDE
BOLTED
INTERFACE
2 1/2"
7 EQ. SP. @ 9" = 5'-3" 3 1/2"
8"
BOLTED INTERFACE
(20) 9/16" x 2" SLOTS FOR 1/2" BOLTS
/8
2' -9
1' -3
/8
1'
-1 1"
2"x2" CHAMFER, TYPICAL
4 CORNERS
1/ 4"
∠1
/2 "x
1/
2" x3
/1 6"
∠1
/2 "x
1/
2" x3
/1 6"
1/4" BENT ⅊
9"1' -2
Ø1'-7" HOLE THIS
SIDE ONLY
12 GA. (.105 THK)
SPROCKET COVER
∠1
/2 "x
1/
2" x3
/1 6"
5/
2'
-6
/4
5/
4' -4
/8
" I N
S
ID
E
M-556
M-558
1'1'
(8) 1/2-13 WELD NUTS
ON INSIDE WITH
APPROPRIATELY SIZED
HOLES IN GUARD, THIS
SIDE ONLY
R1' B.C.36 ° T
YP
1' -3
/8
1" O
V E
R
LA
P A
LL
A
R O
U N
D
1' -8
" C O
V E
R
M-557
3' -3
/4
" I N
S
ID
E
BULL GEAR SPROCKET
SHOWN FOR REFERENCE
CHAIN SPROCKET
SHOWN FOR
REFERENCE
1'-4" COVER2'-2"
HINGED COVER WITH 1/2-16 EXPANDED SHEET
SCREENED OPENING, ORIENT STRANDS TO SHED
WATER TO OUTSIDE OF GUARD, SECURE COVER
IN CLOSED POSITION WITH HAND OPERATED,
QUARTER TURN, CAPTIVE LATCH - SEE
TYPICAL BOTH SIDES
BEARING SHOWN FOR REFERENCE
4"
2"
1/8
Ø1/2" HANDLE, 2 PLACES
℄ HANDLES AND LIFT EYES
℄ HANDLES AND LIFT EYES
1'-10 3/4" 1'-10 3/4"
M-557M-557
M-562
1/4" BENT ⅊
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
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STAINLESS STEEL PIANO STYLE HINGE SECURED
TO COMPLETED GUARD AND ACCESS COVER
WITH STAINLESS STEEL FASTENERS
H N
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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M-557SECTION: SPROCKET GUARD
1' 2'0 6"M-556
1/
4"
1'-2 1/2" INSIDE2' INSIDE
R2' INSIDE
R1'
INSIDE
1' -6
/1
6"
2 1/2"
BOLTED
INTERFACE
1/ 4"
1/8
1/8
12 GA. (.105 THK) SPROCKET
COVER
1"
1/8
9"
7/8" GA.
1/8 2-8 1/8 2-8
1" SQ. x 1 1/2" LONG LUG
WITH 1/2-13 TAPPED
HOLE, TYPICAL 2 PLACES
1/2-13 SHOULDERED
LIFTING EYEBOLT, ZINC
PLATED FINISH, TYPICAL
1'-0 5/8"
1/8
WELD 1/2-13 HEAVY HEX NUT
ASTM A194, PLAIN FINISH TO
GUARD 4 PLACES, AND TO
ANGLE IRON TWO PLACES
TANGENT
1' -3
/4
3' -3
/4
" I N
S
ID
E
1'-10 3/4" 1'-10 3/4"
BOLTED
INTERFACE
BOLTED
INTERFACE
1/
2"
E Q
. S P
'-1 1"
6 EQ. SP. @ ≈9 1/8" = 4'-6 9/16"
1 1/8" GA.
1/8
1 1/8" GA.
TYPICAL
1/8TYPICAL
Ø9/16" HOLES
FOR 1/2" BOLTS
3/
4"
E Q
. S P
'-1 1"
6 EQ. SP. @ ≈9 1/8" = 4'-6 9/16"
1 1/8" GA.
1/8
1 1/8" GA.
TYPICAL
1/8TYPICAL
Ø9/16" HOLES
FOR 1/2" BOLTS
SECTION: SPROCKET GUARD
1' 2'0 6"M-556
SECTION: SPROCKET GUARD
1' 2'0 6"M-556
1'
11" 8 13/16"
3/
4"
2' -6
/4
7 11/16"
3"
3"
45°
1/8
TYPICAL
4"
RELEASE FOR CONSTRUCTION
W
1X K
-1 6-
R -0
M M
M M
M M
M M
M Y
Y Y
Y
X X
X X
X X
-X X
-X -X
X X
X
A N
S I D
S O
O A
R E
A O
FF
IC
E , S
A U
LT
S
A
IN
TE
M
A R
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, M
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H
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A
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M A
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7, W
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-0
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-5
FY
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2 3 4 5 6 7 8 9 10
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
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S O
F E
N G
IN
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E R
S D
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TR
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B . E
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H O
IS
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M-558M-556
SECTION: SPROCKET…
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