W912EK22R0018 Drawings - MGMACH.pdf
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- Solicitation number
- W912EK22R0018
About this file
This document provides details for a federal contract solicitation to replace miter gates and machinery at the Brandon Road Lock and Dam in Joliet, Illinois. The Army Corps of Engineers seeks a contractor to install new miter gates and replace machinery, as outlined in Section 01 11 00, Summary of Work, of the solicitation attachment. Interested parties should review the drawings in the W912EK22R0018 Drawings - MGMACH.pdf file and respond by the solicitation deadline for consideration. The selected contractor will be responsible for gate installation and machinery replacement at the Brandon Road Lock and Dam to ensure continued operations.
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MGMACH
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®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
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MITER GATE MACHINERY
MACHINERY REPLACEMENT
MITER GATE INSTALLATION AND
BRANDON ROAD L&D
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
of Engineers
US Army Corps
DETAILS - MITER GATE OPERATING MACHINERYM-542
DETAILS - ROLLER BASEM-541
DETAILS - GEAR ROLLERSM-540
DETAILS - PINION BEARINGM-532
DETAILS - BEARING PEDESTALM-531
DETAILS - PINION BASEM-530
DETAILS - CRANK GEAR BASEM-522
DETAILS - CRANK GEAR BASE ASSEMBLYM-521
CRANK GEAR BASEM-520
PLAN - MACHINERY NEW WORKM-401
SECTION - MACHINERY PIT DRAINSM-311
SECTION - UPSTREAM RIVERWALL MITER GATE MACHINERYM-303
SECTION - UPSTREAM MACHINERYM-302
SECTION - UPSTREAM MACHINERYM-301
PLAN - ENLARGED MACHINERY PIT DRAINSM-112
PLAN - MACHINERY PIT DRAINSM-111
PLAN - MACHINERY NEW WORKM-101
ENLARGED DEMO PLANMD401
SECTION - UPSTREAM MACHINERYMD301
PLAN - MACHINERY DEMOMD101
DETAILS - COVER PLATES TOPS-523
DETAILS - COVER PLATES TOPS-522
DETAIL - HANDRAILS-521
DETAIL - LADDERS-519
DETAIL - STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-518
DETAIL - STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-517
DETAIL - STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAME ASSEMBLYS-516
DETAIL - COVER PLATE EDGE BEARINGSS-514
DETAIL - COVER PLATE EDGE BEARINGSS-513
DETAIL - COVER PLATESS-511
DETAIL - COVER PLATE DIAPHRAGMSS-509
DETAIL - COVER FRAME DIAPHRAGM ASSEMBLYS-508
DETAIL - COVER FRAME VERTICAL SUPPORTS-507
DETAIL - COVER FRAMES-506
DETAIL - COVER PLATE SUPPORTS-505
DETAIL - ANCHOR BEARINGSS-504
DETAIL - MACHINERY SUPPORT BRACKETS-503
DETAIL - MACHINERY SUPPORT BRACKET ASSEMBLYS-502
DETAIL - COVER BEAM AND FRAME ASSEMBLYS-501
SECTION - UPSTREAM LANDWALLS-307
SECTION - UPSTREAM LANDWALLS-306
SECTION - UPSTREAM LANDWALLS-305
SECTION - UPSTREAM RIVERWALLS-304
SECTION - UPSTREAM RIVERWALL LOWER LEVEL CONCRETE AND REINFORCEMENTS-303
SECTION - UPSTREAM RIVERWALL MID-LEVEL CONCRETE AND REINFORCEMENTS-302
SECTION - UPSTREAM RIVERWALL PIT WALLS CONCRETE AND REINFORCEMENTS-301
ELEVATION - UPSTREAM RIVERWALLS-201
PLAN - UPSTREAM RIVERWALL PIT COVER PLATES, SUPPORTS AND CONCRETES-101
ELEVATION - UPSTREAM RIVERWALL CONCRETE DEMOLITIONSD304
ELEVATION - UPSTREAM RIVERWALL CONCRETE DEMOLITIONSD303
ELEVATION - UPSTREAM RIVERWALL CONCRETE DEMOLITIONSD302
ELEVATION - UPSTREAM RIVERWALL CONCRETE DEMOLITIONSD301
ELEVATION - UPSTREAM RIVERWALL DEMOLITIONSD201
PLAN - UPSTREAM RIVERWALL METALS REMOVAL AND CONCRETE DEMOLITIONSD101
COVER SHEETG-001
SHEET TITLESHEET ID
SHEET INDEX
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COVER PLATE FRAMING
ABANDON EXISTING DRAIN
PLAN - CONCRETE REMOVAL AND FEATURES
SCALE: 1/4"=1'-0"
A11
H1
SCALE: 1/4"=1'-0"
PLAN - METALS REMOVAL (FLOOR PLATES, CONTROL BOOTHS, AND MACHINERY NOW SHOWN)
PLAN - UPSTREAM RIVERWALL MITER GATE MACHINERY PIT
SCALE: 1/4"=1'-0"
A1
AND FRAME
COVER PLATES
MITER GATE MACHINERY
ELECTRICAL SUPPLY BOX
MITER GATE
OPENING COVER PLATE
STRUT ARM PIT CONTROL BOOTH
MACHINERY SUPPORT BEAMS
COVER PLATE AND
SUPPORT BEAMS
COVER PLATE
CRANK GEAR
PINION GEAR
OPENING COVER PLATE
STRUT ARM PIT
GEAR BASE
EMBEDDED CRANK
28'-3 3/4 "
2'-6"7'-5 1/2 "11'-6"6'-10 1/4 "
/1
/1
/1
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2'-6"11'-5 1/2 "6'-0"5'-6"2'-10 1/4 "
28'-3 3/4 "
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LANDWALL.
ALL ELEVATIONS AND SECTIONS IN THIS VOLUME OPP HAND AS SHOWN FOR 5.
SECTION 35 01 41 FOR PRE-DEMOLITION OPERATIONAL TESTING.
SWITCH SETTINGS AND MOTOR SPEED CHANGES. SEE SPECIFICATIONS
OPERATE MITER GATES AND RECORD MOTOR CURRENT, ROTARY CAM LIMIT
PRIOR TO REMOVAL OF MITER GATE MACHINERY, CONTRACTOR SHALL 4.
WORK.
SEE SHEET V-120 FOR SURVEY REQUIREMENTS PRIOR TO ANY DEMOLITION 3.
MITER GATE AND STRUT ARM NOT SHOWN FOR CLARITY.2.
ON THIS SHEET IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN, WORK SHOWN 1.
GENERAL SHEET NOTES
0 4' 8'2'
0 4' 8'2'
FLOW
EL 543.00
EL 539.34
EL 537.00
SHEET KEYNOTES
SUPPORT BEAMS.
REMOVE AND DISPOSE OF COVER PLATES, FRAME AND MACHINERY 2.
SECTION 00 73 05.
DURING REMOVAL AND SHALL REMAIN FUNCTIONAL. SEE SPECIFICATIONS
SHAFT COUPLINGS AND SOLE PLATE. MACHINERY SHALL NOT BE DAMAGED
REMOVE MACHINERY ON LOCKWALL INCLUDING BRAKE, MOTOR, GEARBOX, 1.
NORTH
PLAN
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PLAN
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PLAN
FLOW
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ELEVATION - UPSTREAM DEMOLITION
M J S
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SECTION 35 01 41 FOR PRE-DEMOLITION OPERATIONAL TESTING.
SWITCH SETTINGS AND MOTOR SPEED CHANGES. SEE SPECIFICATIONS
OPERATE MITER GATES AND RECORD MOTOR CURRENT, ROTARY CAM LIMIT
PRIOR TO REMOVAL OF MITER GATE MACHINERY, CONTRACTOR SHALL 4.
WORK.
SEE SHEET V-120 FOR SURVEY REQUIREMENTS PRIOR TO ANY DEMOLITION 3.
MITER GATE AND STRUT ARM NOT SHOWN FOR CLARITY.2.
ON THIS SHEET IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PITSHOWN, WORK SHOWN 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
SUPPORT BEAMS.
REMOVE AND DISPOSE OF COVER PLATES, FRAME AND MACHINERY 2.
SECTION 00 73 05.
DURING REMOVAL AND SHALL REMAIN FUNCTIONAL. SEE SPECIFICATIONS
SHAFT COUPLINGS AND SOLE PLATE. MACHINERY SHALL NOT BE DAMAGED
REMOVE MACHINERY ON LOCKWALL INCLUDING BRAKE, MOTOR, GEARBOX, 1.
0 2' 4'1'
J1
SCALE: NTS
PHOTO CONTROL BOOTH
REMOVE MACHINERY
BOOTH
REMOVE CONTROL
AND FRAMES
REMOVE SUPPORT BEAMS
AND FRAMES
REMOVE COVER PLATES
1 2
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SECTION - CONCRETE REMOVAL
A1
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SECTION - CONCRETE REMOVAL
28'-3 3/4 "
8'-6"2'-2 1/2 "5'-0"7'-3"2'-10 1/4 "
7'-3 1/2 "16'-10 1/16 "4'-2 1/4 "
T
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10'-2 1/2 " 1'-6"
22'-11 1/2 "
1'-0" 1'-6"
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SECTION 35 01 41 FOR PRE-DEMOLITION OPERATIONAL TESTING.
SWITCH SETTINGS AND MOTOR SPEED CHANGES. SEE SPECIFICATIONS
OPERATE MITER GATES AND RECORD MOTOR CURRENT, ROTARY CAM LIMIT
PRIOR TO REMOVAL OF MITER GATE MACHINERY, CONTRACTOR SHALL 4.
WORK.
SEE SHEET V-120 FOR SURVEY REQUIREMENTS PRIOR TO ANY DEMOLITION 3.
MITER GATE AND STRUT ARM NOT SHOWN FOR CLARITY.2.
ON THIS SHEET IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN, WORK SHOWN 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
2.
SECTION 00 73 05.
DURING REMOVAL AND SHALL REMAIN FUNCTIONAL. SEE SPECIFICATIONS
SHAFT COUPLINGS AND SOLE PLATE. MACHINERY SHALL NOT BE DAMAGED
REMOVE MACHINERY ON LOCKWALL INCLUDING BRAKE, MOTOR, GEARBOX, 1.
0 8'4' 16'
0 8'4' 16'
EL 543.00
TOP OF EXISTING WALL
M J S
T A
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EL 543.00
TOP OF EXISTING WALL
M J S
T A
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SECTION - CONCRETE REMOVAL
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8'-2"6'-6"6'-5 5/16 "
5'-7"1'-0"3'-0"
25'-5 1/2 "
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WALL CORNER CHAMFER BACKWALL WALL CORNER CHAMFER
1'-6"
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ABANDONED.
ANY EMBEDDED METALS DEEPER THAN CONCRETE REMOVAL LIMITS MA BE 6.
PERIMETER TO PREVENT TAPERING OF NEW CONCRETE AT EDGES.
ALL CONCRETE REMOVAL SHALL HAVE A MINIMUM 2" DEEP SAWCUT 5.
THICK OR AS SHOWN.
TYPICAL VERTICAL CONCRETE SURFACE REMOVAL/REPLACEMENT IS 9" 4.
BE 6" THICK, OR AS SHOWN.
TYPICAL HORIZONTAL CONCRETE SURFACE REMOVAL/REPLACEMENT WILL 3.
NO CONCRETE SLABS WILL COVER THE NEW MITER GATE MACHINERY PITS.2.
ON THIS DRAWING IS TYPICAL OF FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
GENERAL SHEET NOTES
0 8'4' 16'
0 8'4' 16'
C CRANK GEARL
C CRANK GEARL
C PINION GEARL
5'-5 7/16 " 4'-9 9/16 " 13'-8 1/2 "
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SECTION - CONCRETE REMOVAL
H1
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SCALE: 1/8"=1'-0"
25'-6"
10'-3"7'-2 1/2 "2'-3"7'-1 1/4 "
26'-9 3/4 "
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3'-9" 2'-7 13/16 "
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C T
N O
0 8'4' 16'
M J S
T A
.7
EL 543.00
TOP OF EXISTING WALL
M J S
T A
.0
ON THIS SHEET IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN, WORK SHOWN 1.
GENERAL SHEET NOTES
SD304
A1
SD302
H1
SD301
H1
SD301
A1
SD302
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
C O
N C
R E
T E
D E
M O
L
IT
IO
N
U P
S T
R E
A M
R
IV
E R
W A
L L
P L
A N
SD304
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
PLAN - UPSTREAM
3'-3"9"
9'-11 1/2 "11'-6"6'-10 1/4 "
11'-5 1/2 "6'-0"5'-6"
2'-3" 5'-0" 2'-2 1/2 " 1'- 1/2 " 3'-3" 1'-10 1/2 " 2'-4"
/1
/1
/8
14'-5 1/2 " 8'-6"
/1
/1
/1
1'-3 1/2 " 25'-5 1/2"
/2
/4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 8'4' 16'
ON THIS SHEET IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN, WORK SHOWN 1.
GENERAL SHEET NOTES
1'-6 3/4 "
SD301
A1
SD301
H1
SD302
H1
SD303
A1
SD302
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
P
IT
C O
V E
R P
L A
T E
S
S U
P P
O R
T S
A N
D C
O N
C R
E T
E
U P
S T
R E
A M
R
IV
E R
W A
L L
P L
A N
S-101
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SEE S-511
AND GRATING SUPPORT,
EMMBEDDED COVER PLATE
SOLE PLATE
A1
SCALE: 1/4" = 1'-0"
PLAN - COVER PLATES AND SOLE PLATE
A11
SCALE: 1/4" = 1'-0"
PLAN - NEW CONCRETE
H1
SCALE: 1/4" = 1'-0"
PLAN - COVER FRAME, BEAM AND COVER PLATE SUPPORT
C O
V E
R P
L A
T E
C O
V E
R P
L A
T E
C O
V E
R P
L A
T E
C O
V E
R P
L A
T E
C O
V E
R P
L A
T E
C O
V E
R P
L A
T E
NEW MACHINERY
COVER BEAM
SEE S-511
AND GRATING SUPPORT,
EBEDDED COVER PLATE
SEE S-501
COVER FRAME,
/8
28'-3 3/4 "
2'-6"22'-11 1/2 "2'-10 1/4 "
1'-5 1/2 " TYP 7'-9"9'-9 1/4 "
4'-3 3/4 "
/8
/1
/8
2'-0"
6"
EL 543.00
EL 541.96
EL 543.00
EL 541.96
1'- 1/2 " TYP
SEE S-511
COVER PLATES,
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
EL 537.00
EL 539.34
0 4' 8'2'0 4' 8'2'
0 4' 8'2'
SEE S-501-A1 FOR COVER FRAME AND BEAM ASSEMBLY.2.
ON THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
GENERAL SHEET NOTES
S-201
A1
S-201
H1 S-519
A1
S-305
H1
X-###
X#
S-306
A1
S-305
A1
S-304
H1
S-304
A1
S-307
H1
S-307
A1S-305
G1
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
K
U P
S T
R E
A M
R
IV
E R
W A
L L
E L
E V
A T
IO
N
S
S-201
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
NEW PINION GEAR
NEW MACHINERY
A1
SCALE: 1/2" = 1'-0"
ELEVATION - UPSTREAM RIVERWALL (COVER PLATE REMOVED)
H1
SCALE: 1/2" = 1'-0"
ELEVATION - UPSTREAM RIVERWALL (COVER PLATE INSTALLED)
PLATE BRACKET
NEW SOLE
NEW COVER BEAM
OPENING COVER PLATE
NEW STRUT ARM PIT
NEW CRANK GEAR
NEW HAND RAILING
NEW MACHINERY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 2' 4'1'
0 2' 4'1'
ON THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
GENERAL SHEET NOTES
S-302
A1
S-301
A1
S-303
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
P
IT
W A
L L
S C
O N
C R
E T
E A
N D
R E
IN
F
O R
C E
M E
N T
U P
S T
R E
A M
R
IV
E R
W A
L L
S E
C T
IO
N
S-301
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SECTION - UPSTREAM RIVERWALL PIT WALLS CONCRETE AND RIENFORCEMENT
OPENING COVER PLATE
BEARING FOR STRUT ARM PIT
CONCRETE COVER AND TO PROVIDE
ADJUST REINFORCEMENT FOR PROPER
#6B @ 1'-0"
B
T
IE
CLARITY TO SECTIONS
LINE SHOWN TO PROVIDE
VERTICAL CONCRETE REMOVAL
COVER PLATE
STRUT ARM PIT OPENING
#6B @ 1'-0"
#6B @ 1'-0"
#6B @ 1'-0"
#6B @ 1'-0"
B
A
N C
H O
R S
N E
A R
F A
C E
B
H
O O
K A
N C
H O
R S
N E
A R
F A
C E
B
T
IE
S
B
A
N C
H O
R S
#4B - 135° ANCHORS @ 2'-0"
/1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
SHOWN.
TYPICAL VERTICAL CONCRETE SURFACE REPLACEMENT IS 9" THICK, OR AS 11.
OR AS SHOWN.
TYPICAL HORIZONTAL CONCRETE SURFACE REPLACEMENT WILL BE 6" THICK, 10.
NO CONCRETE SLABS WILL COVER THE NEW MITER GATE MACHINERY PITS. 9.
NEW MITER GATE MACHINERY PITS WILL HAVE NO CHAMFERED CORNERS. 8.
PLACE HORIZONTAL SLAB @ EL 536.50 FT.
CONCRETE, ASPHALT FELT WITHIN LIMITS OF EXPANSION MATERIAL, AND
● EXPANSION MATERIAL AT INTERFACE BETWEEN LOWER SLAB AND WALL
WALLS DOWN TO EL 538.84 FT.
ASPHALT FELT, AND PLACE MID-LEVEL HORIZONTAL CONCRETE AND
CONCRETE AND PERIMETER WALL CONCRETE, MID-LEVEL HORIZONTAL
● EXPANSION MATERIAL AT INTERFACE BETWEEN MID-LEVEL HORIZONTAL
● UPSTREAM, DOWNSTREAM, LANDWARD WALLS.
GENERAL PROPOSED SEQUENCE OF CONCRETE PLACEMENTS: 7.
RECOMMENDATIONS. HOLE WILL BE INTO EXISTING CONCRETE.
EPOXY INTO MINIMUM 2'-0" DEEP HOLES PER MANUFACTURER'S
THREADED BARS. ANCHOR BARS WILL BE INSTALLED WITH HILTI HIT-RE 500 V3
CRANK GEAR BASE WILL BE ANCHORED WITH ASTM A193 GRADE B7, 1 1/4"Ø 6.
ADHESIVE.
ALL REINFORCING BAR ANCHORS WILL BE INSTALLED WITH APPROVED EPOXY 5.
BOND BREAKER UNDERLAYMENT WILL BE #15 ASPHALT-SATURATED FELT. 4.
THICK EXPANSION MATERIAL AROUND PERIMETER INTERSECTIONS WITH WALLS.
HORIZONTAL CONCRETE UNDERLAID WITH BOND BREAKER WILL HAVE 1/2" 3.
SAME "POUR."
SHOWN. THE CONTRACTOR MAY PLACE ADDITIONAL ADJACENT CONCRETE IN
KEYWAY WILL BE INSTALLED IN SINGLE MONOLITHIC PLACEMENT PER LIMITS
CONCRETE PLACED AROUND CRANK GEAR BASE, THREADED ANCHORS, AND 2.
THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN ON 1.
GENERAL SHEET NOTES
LC CRANK GEAR
C CRANK GEARL
B
A N
C H
O R
S
(F A
R F
A C
E
B
H O
O K
A N
C H
O R
S
(F A
R F
A C
E
0 2' 4'1'
#6B - 180° ANCHORS @ 1'-0"
2'-10 1/4 " 22'-11 1/2 " 2'-6"
/1
/1
S-307
A1
S-307
H1
S-304
H1
S-305
A1
S-305
H1
S-306
A1
S-304
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
M
ID
-L E
V E
L C
O N
C R
E T
E A
N D
R E
IN
F
O R
C E
M E
N T
U P
S T
R E
A M
R
IV
E R
W A
L L
S E
C T
IO
N
S-302
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SECTION - UPSTREAM RIVERWALL PIT WALLS CONCRETE AND RIENFORCEMENT
GEAR BASE
ANCHORS FOR CRANK
1 1/4"Ø THREADED
EXPANSION MATERIAL
1/2" PREFORMED
#6B @ 1'-0"
2'-0"
#6B @ 1'-0"
L E
N G
T H
S V
A R
Y
#4 @ 1'-0" (LENGTHS VARY)
EXPANSION MATERIAL
1/2" PREFORMED
#6B U-BARS @ 1'-0"
#6B @ 1'-0"
#6B @ 1'-0" TYP
#6B @ 1'-0" TYP
#6B @ 1'-0"
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
R S
C O
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
0 2' 4'1'
#6B - 90° ANCHORS & #4B - 135° ANCHORS @ 1'-0"
#6B - 90° ANCHORS @ 1'-0"
B
A
N C
H O
R S
B
A
N C
H O
R S
#6B - 90° ANCHORS @1'-0"
#6B - 90° ANCHORS & #4B - 135° ANCHORS @ 1'-0"
C CRANK GEARL
LCRANK GEARC
SHEET KEYNOTES
REINFORCEMENT
RIENFORCEMENT NOT SHOWN FOR CLARITY. SEE SHEET S-301 FOR 1.
ON THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
GENERAL SHEET NOTES
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
L O
W E
R L
E V
E L
C O
N C
R E
T E
A N
D R
E
IN
F O
R C
E M
E N
T
U P
S T
R E
A M
R
IV
E R
W A
L L
S E
C T
IO
N
S-303
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SECTION - UPSTREAM RIVERWALL PIT WALLS CONCRETE AND RIENFORCEMENT
#4 @ 1'-0"
BOND BREAKER UNDERLAYMENT.
MATERIAL (EACH SIDE), LIMITS OF
½" PREFORMED EXPANSION
BOND BREAKER UNDERLAYMENT.
MATERIAL (EACH SIDE), LIMITS OF
½" PREFORMED EXPANSION
BOND BREAKER UNDERLAYMENT.
MATERIAL (EACH SIDE), LIMITS OF
½" PREFORMED EXPANSION
K1
SCALE: 1/2"=1'-0"
DETAIL - PINION GEAR BASE REINFORCEMENT
K9
SCALE: 1/2"=1'-0"
SECTION - PINION GEAR BASE REINFORCEMENT
#6B TYP
AROUND ALL FOUR SIDES
1/2" EXPANSION MATERIAL
INSTALLATION SEE SHEET M-302
FOR PINION ANCHOR
MATERIAL
1/2" EXPANSION
7'-2 1/2 "2'-3"
/8
5 1/2 "1'-4 1/2" = 2'-9"
2 SPACES @
5 1/2 "
3'-8"
M
IN
/2 " 2'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 2' 4'1'
MONOLITHICALLY PLACED CONGETE AROUND CRANK GEAR BASE
A R
O U
N D
C R
A N
K G
E A
R B
A S
E
M O
N O
L
IT
H
IC
A L
L Y
P L
A C
E D
C O
N G
E
MID-LEVEL WALL RIENFORCEMENT.
RIENFORCEMENT NOT SHOWN FOR CLARITY. SEE SHEET S-302 FOR 3.
MATERIAL, ANDPLACE HORIZONTAL SLAB @ EL 504.0 FT.
WALLCONCRETE, ASPHALT FELT WITHIN LIMITS OF EXPANSION
● EXPANSION MATERIAL AT INTERFACE BETWEEN LOWER SLAB AND
HORIZONTAL CONCRETE AND WALLS DOWN TO EL 503.5 FT.
LEVEL HORIZONTAL ASPHALT FELT, AND PLACE MID-LEVEL
HORIZONTALCONCRETE AND PERIMETER WALL CONCRETE, MID-
● EXPANSION MATERIAL AT INTERFACE BETWEEN MID-LEVEL
PIT.
● UPSTREAM, DOWNSTREAM, LANDWARD WALLS, AND ABANDONED
GENERAL PROPOSED SEQUENCE OF CONCRETE PLACEMENTS:2.
MACHINERY PITS.
SHOWN ON THIS DRAWING IS TYPICAL OF ALL FOUR MITER GATE
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK 1.
GENERAL SHEET NOTES
0 2' 4'1' 0 2' 4'1'
IN
STALL W
ITH
EPO
XY
/1
7'-1 1/4 " 9'-5 1/2 " 10'-3"
K1
K9
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
R E
V
IE
W
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
S T
R E
A M R
IV
E R
W A
L L
S E
C T
IO
N
S-304
A
R O
D R
IG
U E
Z
A
C A
M P
B E
IW
L D
E
K
R
SECTION - MACHINERY PIT
0 8'4' 16'
H1
SCALE: 1/8"=1'-0"
SECTION - MACHINERY PIT
0 8'4' 16'
T Y
P
T Y
P
/2
EACH FACE
#6 AS SHOWN
#8 180° ANCHORS @ 1'-0"
1'-5 1/2 "1'-4 3/4 " 1'-0"1'- 1/2 "1'-5 1/2 "
2'-10 1/4 " 22'-11 1/2 " 2'-6"
GROUT PAD
MATERIAL TYP
½" PREFORMED EXPANSION
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
WATERSTOP TYP
1" X ½" HYDROPHILIC STRIP
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
#4 135° ANCHORS @ 1'0"
/4
/4
S
P
"1 /2
1'-0"
2'-10 1/4 " 22'-11 1/2 " 2'-6"
2" TYP
B O
N D B
R A
K E
R
B O
N D B
R A
K E
R /2
#8 180° ANCHORS @ 1'-0"
EACH FACE
#6 AS SHOWN
MATERIAL TYP
½" PREFORMED EXPANSION
GROUT PAD
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
FACE AS SHOWN
#6 @ 1'-0" EACH
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
WATERSTOP TYP
1" X ½" HYDROPHILIC STRIP
#8 180° ANCHORS @ 1'-0"
#4 135° ANCHORS @ 1'0"
MACHINERY PITS.
SHOWN ON THIS DRAWING IS TYPICAL OF ALL FOUR MITER GATE
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK 1.
GENERAL SHEET NOTES
1'- 1/2 "1'-5 1/2 "7'-9"15'-2 1/2 "1'-5 1/2 "1'-4 3/4 "
1'-6" 1'-0"
S-301
A1
S-302
A1
S-303
A1
S-301
A1
S-302
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
R E
V
IE
W
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
S T
R E
A M R
IV
E R
W A
L L
S E
C T
IO
N
S-305
A
R O
D R
IG
U E
Z
A
C A
M P
B E
IW
L D
E
K
R
SECTION - MACHINERY PIT
T Y
P
T Y
P
/2
EACH FACE
#6 AS SHOWN
#8 180° ANCHORS @ 1'-0"
1'-5 1/2 "1'-4 3/4 "
1'- 1/2 "GROUT PAD
MATERIAL TYP
½" PREFORMED EXPANSION
BOND BREAKER TYP
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
WATERSTOP TYP
1" X ½" HYDROPHILIC STRIP
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
#4 135° ANCHORS @ 1'0"
S
P
/2
2'-10 1/4 " 22'-11 1/2 " 2'-6"
B O
N D B
R A
K E
R
MATERIAL TYP
½" PREFORMED EXPANSION
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
FACE AS SHOWN
#6 @ 1'-0" EACH
#8 180° ANCHORS @ 1'-0"
FACE AS SHOWN
#6 @ 1'-0" EACH
WATERSTOP TYP
1" X ½" HYDROPHILIC STRIP
#8 180° ANCHORS @ 1'-0"
#4 135° ANCHORS @ 1'0"
A1
SCALE: 1/2"=1'-0"
SECTION - MACHINERY PIT
0 2' 4'1'
0 2' 4'1'
E M
B E
D D
E D
1'-0"
SHOWN
#6 @ 1'-0" AS
#6 - 90° BENT
#8 90° ANCHORS @ 1'-0"
@ 1'0"
#4 135° ANCHORS
#4 135° ANCHORS @ 1'0"
#4 EW @ 1'-0" OC
#4 EW @ 1'-0" OC
@ 1'0"
#4 135° ANCHORS
SHOWN
#6 @ 1'-0" AS
#6 - 90° BENT
#4 EW @ 1'-0" OC
T Y
P
#8 180° ANCHORS @ 1'-0"
1'-5 1/2 "
BRACKETS. SEE SHEET S-501.
MACHINERY SUPPORT
7 1/2 " 7'-9"15'-2 1/2 " 1'-0"1'- 1/2 "1'-5 1/2 "
S-501.
BRACKETS. SEE SHEET
MACHINERY SUPPORT
GENERAL SHEET NOTES
ON THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
S
P A
C E
S-504-J1
SEE SPEC 03 15 15
CEMENT GROUTED ROD
NON-TENSIONED
S-504-J1
SEE SPEC 03 15 15
CEMENT GROUTED ROD
NON-TENSIONED
2'-6"7'-9"9'-9 1/4 "5'-5 1/4 "2'-10 1/4 "
S-301
A1
S-302
A1
S-303
A1
S-301
A1
S-302
A1
SECTION - MACHINERY PIT
2'-6"
1'- 1/2 "
22'-11 1/2 "
1'-5 1/2 "
/2
EACH FACE
& AS SHOWN
#6 @ 1'-0"
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
#8 90° HOOKS @ 1'-0"
@ 1'-0"
#4 135° HOOKS
#8 180° HOOKS @ 1'-0"
UNDERLAYMNENT
ASPHALT FELT
#15 SATURATED
EXPANSION MATERIAL TYP
1/2" PREFORMED
G1
SCALE: 1 1/2"=1'-0"
SECTION - MACHINERY PIT
T
IE
S
/8
/2
EXPANSION MATERIAL TYP
1/2" PREFORMED
UNDERLAYMNENT
ASPHALT FELT
#15 SATURATED
1'-0"
9"1'-11 3/8 "4'- 3/4 "
STRIP WATERSTOP, TYP
1"x1/2" HYDROPHILIC
EXISTING CONCRETE) @ 1'-0"
#6 180° ANCHORS (ROTATE HOOK TOWARD
T
M A
S T
R E
A M
R
IV
E R
W A
L L
S E
C T
IO
N
S-306
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
N
S I
X
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
W
E K
R
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 2' 4'1'
EL 543.00
TOP OF EXISTING WALL
.7
M J S
EL 543.00
TOP OF EXISTING WALL
1' 2'0 6"
GENERAL SHEET NOTES
ON THE DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MACHINERY PIT SHOWN. WORK SHOWN 1.
S-301
A1
S-302
A1
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
S T
R E
A M
R
IV
E R
W A
L L
S E
C T
IO
N
S-307
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SECTION - MACHINERY PIT
A1
SCALE: 1/2"=1'-0"
SECTION - MAHINERY PIT
5'-10"10'-1"5'-2 7/16 "
21'-1 7/16 "
9"
E
M B
E D
D M
E N
T
@ 1'-0"
#4 135° ANCHORS
#4 @ 1'-0" EW
FINISHED
SMOOTH
FINISHED
SMOOTH
FABRIC TYP
BOND BREAKER
9"
MATERIAL TYP
1/2" EXPANSION
E
M B
E D
D M
E N
T
1'-0" EMBEDDMENT
T
IE
S
/1
E M
B E
D D
M E
N T
#4 @ 1'-0" EW
WATER STOP TYP
1"X1/2" HYDROPHILIC STRIP
TOWARDS EXISTING CONCRETE
#6 180° TIES, ROTATE HOOK
2'-6"
1'-0" EMBEDDMENT TYP
T
IE
S
/8
E M
B E
D D
M E
N T
#6 @ 1'-0"
9"20'-4 5/16 "
21'-1 5/16 "
WATERSTOP TYP
1"X1/2" HYDROPHILIC STRIP
CONCRETE
HOOK TOWARD EXISTING
#6 180° ANHORS, ROTATE
E
M B
E D
D M
E N
T T
Y P
A
N C
H O
R S
#4 @ 1'-0" EW
MATERIAL TYP
1/2" EXPANSION FABRIC TYP
BOND BREAKER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 2' 4'1'
0 2' 4'1'
S-516-A1
S-519-A1
EL 543.00
TOP OF EXISTING WALL
S-502-A1
S-506-A1
S-505-A1
S-506-A6 S-506-A11 S-506-A16
EL 543.00
TOP OF EXISTING WALL
ON THIS DRAWING IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM RIVERWALL MITER GATE MAHINERY PIT SHOWN. WORK SHOWN 1.
GENERAL SHEET NOTES
S-301
A1
S-302
A1
S-303
A1
S-301
A1
S-302
A1
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
A S
S E
M B
L Y
C O
V E
R B
E A
M A
N D
F R
A M
E
D E
T A
IL
S-501
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
13'-4 1/2"
4'-0 9/16"
SCALE: 3/4" = 1'-0"
S-501-A1 - COVER BEAM AND FRAME ASSEMBLY
5'-0"
4'-3 3/4"
4'-0 3/4"
S-521-A1
S-505-A1
S-506-A1
S-506-A6
S-504-J9
S-508-A1
S-508-A1
S-508-A1
S-505-A9
S-506-A16
FL
OW
C B
EAM
W
EB
L
C B
EAM
W
EB
L
C B
EAM
W
EB
L
S-507-L7
PAINT PER SPECIFICATIONS (5-E-Z).1.
GENERAL SHEET NOTES
2'0 1' 4'
S-507-A1
S-507-H1
S-507-F13
S-506-A11
S-502-A1
S-505-A14
S-519-A1LADDER
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
A S
S E
M B
L Y
M A
C H
IN
E
R Y
S U
P P
O R
T B
R A
C K
E T
D E
T A
IL
S-502
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
3'-3"
/2
2"
EDGE TREATMENT/BEVEL
FABRICATOR TO CHOOSE
SCALE: 1 1/2"=1'-0"
S-502-A1 - MACHINERY SUPPORT BRACKET ASSEMBLY
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
PAINT ALL SURFACES PER SPECIFICATIONS (5-E-Z) EXCEPT S-503-E16.7.
SUPPORT FRAMES TO BEAMS.
ASTM F3125 GRADE A325 BOLTS WILL BE USED FOR FASTENING MACHINERY 6.
BEARING PADS WILL BE INSTALLED AFTER PAINTING.
BRACKETS WILL RECEIVE THE 5-E-2 PAINT SYSTEM AFTER FABRICATION. 5.
TOLERANCES.
BE CHOSEN BY THE FABRICATOR TO CONTROL DISTORTION AND SATISFY
CJP REFERS TO A COMPLETE JOINT PENTRATION WELD. CJP WELD TYPE WILL 4.
WELDING WILL BE PER AWS D1.1.3.
TOTAL OF 8 BRACKETS WILL BE REQUIRED.
TWO BRAKCET ASSEMBLIES WILL BE REQUIRED PER MG MACHINERY PIT. A 2.
BRACKETS WILL BE ASTM A709 GRADE 50 STEEL PLATE.1.
GENERAL SHEET NOTES
S-503-A1
S-503-E6
S-503-E1
S-503-A7
TOP
SIDE
BOTTOM
ISOMETRIC
S-503-E11
S-503-A12
CL
CL
S-503-K6
S-503-E16
S-503-E16
S-503-E16
S-503-E16
PADS
BEARING
PADS
BEARING
S-503-A7 BASE
CJP
CJP TYP
S-503-L1
1' 2'0 6"
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
M
C H
IN
E
R Y
S U
P P
O R
T B
R A
C K
E T
D E
T A
IL
S-503
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
S-503-L1 - ANCHOR ASSEMBLY
L1
S-503-A12 - BACK
A12
S-503-A7 - BASE
A7
SCALE: 1 1/2"=1'-0"
S-503-E1 - VERTICAL FLANGE
E1
SCALE: 1 1/2"=1'-0"
S-503-E6 - HORIZONTAL FLANGE
E6
SCALE: 1 1/2"=1'-0"
S-503-E11 - DIAGONAL FLANGE
E11
SCALE: 1 1/2"=1'-0"
S-503-K6 - WEB
K6
S-503-E16 - BEARING PAD
E16
SCALE: 1 1/2"=1'-0"
S-503-A1 - TOP
SCALE:
/2
/2
3"5 SP @ 6½" = 2'-8 1/2 "3 1/2 "
3'-3"
REAM TO FIT TYP
Ø 1¼", FIELD
SLOT TYP
Ø 1 5/16" X 2 13/16"
/4
/2
/4
6"
1'-0"
PL ¾"
PL ¾"
PL ¾"
3 1/4 "8"2'-9 1/2 "8"6 1/4 "
4'-11"
4" 4"
Ø 5/16" TYP
2"6"2"
10"
AND WASHERS. TYP
F3125 A325 BOLTS, NUTS
COUNTERSUNK ASTM
HOLES FOR Ø ¼"
Ø 5/16" COUNTERSUNK
BEARING MATERIAL
EQUAL NON-METALLIC
½" NYLON 6/6 SHEET OR
/4
/4
10"
/2
PL ¾"
PL ¾"
PL ¾"
4'-11"
/2
/4
/4
45°
3'-6"
/2
8 1/2 "
R 1" TYP
/4
10"
45°
/4
1'-5 1/2 "
1'-0"MIN EMBED IN EXISTING CONCRETE
3/4 "2 1/2 "
ASTM F436-1 WASHERS
Ø 1¼"
PL ¾"
10"
ASTM A709 GR50WEB PLATE81S-503-K6
ASTM F1554 GR105ANCHORAGE ASSEMBLIES162S-503-L1
SEE GENERAL SHEET NOTESBEARING PAD328S-503-E16
ASTM A709 GR50DIAGONAL FLANGE PLATE81S-503-E11
ASTM A709 GR50HORIZONTAL FLANGE PLATE81S-503-E6
ASTM A709 GR50VERTICAL FLANGE PLATE81S-503-E1
ASTM A709 GR50BACK PLATE81S-503-A12
ASTM A709 GR50BASE PLATE81S-503-A7
ASTM A709 GR50TOP PLATE81S-503-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
1' 2'0 6"
1' 2'0 6"
1' 2'0 6" 1' 2'0 6" 1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
1' 2'0 6"
MINIMUM COMPRESSIVE STRENGTH PER ASTM D695 SHALL BE 12,500 PSI.1.
1' 2'0 6"
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C H
O R
B E
A R
IN
G
S
D E
T A
IL
S-504
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SCALE: 3"=1'-0"
S-504-A9 - ANCHOR PLATE
A9
SCALE: 3"=1'-0"
S-504-A14 - BEARING PLATE
A14
J1
S-504-J1 - ANCHOR ROD ASSEMBLY
J9
DETAIL - ANCHOR BEARING ASSEMBLY ISOMETRIC
S-504-A1
USE F3125 A490 BOLTS AND HARDWARE
6'-4"
1"
Ø 1" NUT TYP
SEE SPEC 31 68 13
CEMENT GROUTED ROD
FOR NON-TENSIONED
Ø 1 1/4" ANCHOR ROD
/2
/2
5"7"5"
1'-5"
/8
/1
/8
4 1/4 "7 7/8 "
2'-2 1/4 "
/4
/4
1'-9 1/8 "
1'-9 1/8 "
2'-2 1/4 "
2'-1 9/16 "
R 5 3/4"
R 7"
Ø 1⅜"
6'-0"
5"
5"
3"
Ø 1" FLAT WASHER TYP
1 3/4" PL
ASTM FF1554 GR105ANCHOR ROD ASSEBMBLY324S-504-J1
ASTM A709 GR50BEARING PLATE81S-504-A14
ASTM A709 GR50ANCHOR PLATE162S-504-A9
ASTM A709 GR50ANCHOR BEARING ASSEMBLY81S-504-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
TOP
SIDE
1' 2'0 6"
S-504-A14
S-504-A9
S-504-J1
6"0 3" 1'
S-505-A14
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
V E
R P
L A
T E
S U
P P
O R
T
D E
T A
IL
S-505
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
1" PL
1'-4 3/8 "
4 1/4 "
/1
/1
/2
SLOTTED HOLE
1 11/16" x 1 5/16"
5 11/16 "
2 1/8 "
/4
10"7"5"
9"4"
1"
1" PL
1/2 "
3/4 "
11 5/16 "
1'-8"
1 1/4"Ø THREADED ROD
1'-4"2"2"
SCALE: 1 1/2"=1'-0"
S-505-A9 - STANDARD BEARING PLATE
A9
SCALE: 3"=1'-0"
S-505-A14 - STANDARD ANCHOR ROD ASSEMBLY
S-505-A1 - BEAM
A9
Ø 1 5/16"
SECTION - COVER BEAM
G9
PL 1/2"x1"
4 1/2 " 3/4 "
2 1/4 "
ASTM F1554 GR105ANCHOR ROD ASSEMBLY8020S-505-A14
ASTM A709 GR50 BEARING PLATE328S-505-A9
ASTM A572 GR50BEAM41S-505-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
1' 2'0 6" 0 2' 4'1'1' 2'0 6"
0 2' 4'1'
CJP
CJP
1/4
G9
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
V E
R F
R A
M E
D E
T A
IL
S-506
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
S-506-A1 - BEAM
A6
S-506-A6 - BEAM
A11
S-506-A11 - BEAM
A16
S-506-A16 - BEAM
/2
/2
2 1/2 "
/2
/2
/2
1" PL
2 1/8 "
/4
1 5/8 "
1"
5 11/16 "
TOP OF FLANGE
FLUSH WITH
GRIND WELD
3/4" PL
13/16 x 1 1/16 THRU
SLOTTED HOLE
1 7/16" x 1 11/16 CSK
/2
/2
/2
10"
7 3/8 "
10" 9"
2 1/2 "
/2
/2
/2
/2
/2
/2
1" PL
SLOTTED HOLE
1 11/16" x 1 5/16"
5 11/16 "
2 1/8 "
5 11/16 "
2 1/8 "
/4
/4
7 3/8 "
9"
/2
2 1/2 "
/2
/2
/2
PL 1"
1 5/16 "
5 11/16 "
2 1/8 "
10"
2 1/8 "
/4
FIT IN FIELD
REAM TO
S
P A
/2
/2
5 11/16 "
/2
/2
/2
10"
1"
7 3/8 "
9"
2 1/2 "
2 1/2 "
/2
13/16 "
/2
/2
1" PL
6"
2"
10"
2 1/2 "
/4
S
P A
/2
/2
5 11/16 "
10"
9"
2 1/2 "
/2
13/16 x 1 1/16 THRU
SLOTTED HOLE
1 7/16" x 1 11/16 CSK
Ø 13/16"
2 1/2 "
Ø 1 5/16"
Ø 13/16"
1"
2 1/2 "
Ø 13/16"
13/16 x 1 1/16 THRU
SLOTTED HOLE
1 7/16" x 1 11/16 CSK
TYP
Ø 1 1/4"
TYP
Ø 1 5/16"
FIT IN FIELD
REAM TO
/2
/4
2 1/8 "
5"
13/16" Ø TYP
Ø 13/16
Ø 13/16"
2 1/2 "
Ø 1 5/16"
10"
TYP
Ø 1 5/16"
SLOTTED HOLE
1 11/16" x 1 5/16"
TYP
Ø 1 1/4"
7 3/8 "
1"
13/16 x 1 1/16 THRU
SLOTTED HOLE
1 7/16" x 1 11/16 CSK
Ø 13/16" 1 5/8 "
1"
2 1/2 "
6"
2"
13/16" Ø TYP
TYP
13/16 Ø
5"
/4
/2
/2
3"
ASTM A572 GR50BEAM4 (2 AS SHOWN) (2 OPP HAND)1S-506-A16
ASTM A572 GR50BEAM41S-506-A11
ASTM A572 GR50BEAM4 (2 AS SHOWN) (2 OPP HAND)1S-506-A6
ASTM A572 GR50BEAM4 (2 AS SHOWN) (2 OPP HAND)1S-506-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1'
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
V E
R F
R A
M E
V E
R T
IC
A
L S
U P
P O
R T
D E
T A
IL
S-507
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SCALE: 3" = 1'-0"
S-507-A1 - COLUMN
H1
SCALE: 3" = 1'-0"
S-507-H1 - BRACE
S-507-L1 - GUSSET PLATE
F13
S-507-13 - GUSSET PLATE
4'-2 5/8 "
1 7/8 " 3"1'-8 3/8 "1'-8 3/8 "3" 1 7/8 "
13/16" Ø TYP
L 3X3X1/2
PL 1"
8"
1 1/8 "4 5/16 " 2 1/2 "
/2
/8
/8
PL 1"
13/16" Ø TYP
A13
SCALE: 3" = 1'-0"
S-507-A13 - BEARING PLATE
3"6"3"
1'-0"
PL 1"
13/16" Ø TYP
6"
1'-0"
13/16" Ø TYP
PL 1"
S-507-L7 - ANCHOR ROD
L7
1'-9 1/4 "
3/4" Ø ANCHOR ROD
6" TYP
1" TYP
1" TYP
/2
10" 10"
ASTM F1554 GR 150ANCHOR ROD324S-507-L7
ASTM A709 GR50GUSSET PLATE164S-507-L1
ASTM A709 GR50BRACE82S-507-H1
ASTM A709 GR50GUSSET PLATE41S-507-F13
ASTM A709 GR50 BEARING PLATE82S-507-A13
ASTM A709 GR50COLUMN82S-507-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
CJP
S-507-A13
S-507-L1
S-507-A13
S-507-L1
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
R E
V
IE
W
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
C K
A S
S E
M B
L Y
C O
V E
R F
R A
M E D
IA
P H
R A
G M
D E
T A
IL
S-508
A
R O
D R
IG
U E
Z
A
C A
M P
B E
IW
L D
E
K
R
TOP
SIDE
BOTTOM
ISOMETRIC
S-509-A17
S-509-A9
S-509-A1
S-509-L1S-509-H1
S-509-H9
S-509-A13
S-509-A5
S-509-M5
S-509-H1
S-509-H5
S-509-L1
1/2 "
4 3/4 "
2 1/2 "
/2
2 3/4 "
/2
4 1/4 "
/2
4'-11"
4'-2 3/4"
3'-11 3/4"
C BEAML
A1
SCALE:
S-508-A1 - COVER FRAME DIAPHRAGM ASSEMBLY
1' 2'0 6"
T Y
P
GENERAL SHEET NOTES
MACHINERY PIT LOCATIONS. REFER TO DRAWING S-509 FOR QUANTITIES.
TOTAL OF 24 ASSEMBLIES REQUIRED WITH 6 ASSEMBLIES AT EACH OF 4 1.
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
V E
R P
L A
T E
D
IA
P H
R A
G M
S
D E
T A
IL
S-509
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
S-509-A13
A13
S-509-A17
A17
/4
/2
2 1/4 "
5 1/2 "
10"
S-509-H1
/8
2 1/2 "1 1/4 "
6 3/4 "
1 1/4 "
/4
/2
S-509-L1
/2
7/8 "
3 3/4 "
6 1/4 "
7 1/4 "
S-509-M5
M5
13/16 "
S-509-H5
H5
S-509-H9
H9
/4
SLOTTED HOLE
1 1/16"x 13/16"
Ø 13/16"
PL 1"
PL 1"
1 1/4 "4 1/2 "1 1/4 "
7"
/2
/4
2 1/2 "1 1/4 "
5"
Ø 13/16"
Ø 13/16"
/2
/4
/4
1/2 "
5"
1 1/2 "
2 1/2 "
/8
R 1/2"
PL 1"
SLOTTED HOLE
1 1/16"X13/16"
Ø 13/16" THRU
Ø 1 7/16" CSK
2 1/4 "
5 1/2 "
10"
/2
/2
/4
/4
/4
1/2 "
1 1/2 "
2 1/2 "
/8
SLOTTED HOLE
1 1/16"X13/16"
R 1/2"
PL 1"
PL 1"
A1
S-509-A1
A5
S-509-A5
A9
S-509-A9
/4
/2
2 1/4 "
5 1/2 "
10"
Ø 13/16" THRU
Ø 1 7/16" CSK
PL 1"
PL 1"
/4
/4
/4
1 1/2 "
2 1/2 "
5"
SLOTTED HOLE
1 1/16"X13/16"
SLOTTED HOLE
1 1/16"X13/16"
L 4X3X1/2
PL 1"
PL 1"
Ø 13/16" THRU
Ø 1 7/16" CSK
ASTM A709 GR50CONNECTION PLATE246S-509-M5
ASTM A709 GR50CONNECTION PLATE4812S-509-L1
ASTM A709 GR50FLANGE82S-509-H9
ASTM A709 GR50CONNECTION ANGLE4812S-509-H5
ASTM A709 GR50CONNECTION PLATE4812S-509-H1
ASTM A709 GR50WEB82S-509-A17
ASTM A709 GR50FLANGE82S-509-A13
ASTM A709 GR50WEB82S-509-A9
ASTM A709 GR50FLANGE82S-509-A5
ASTM A709 GR50WEB82S-509-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
1' 2'0 6" 1' 2'0 6" 1' 2'0 6" 6"0 3" 1' 6"0 3" 1'
6"0 3" 1'
6"0 3" 1'
1' 2'0 6" 6"0 3" 1'
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R E
V
IE
W
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
V E
R P
L A
T E
S
D E
T A
IL
S-510
A
R O
D R
IG
U E
Z
A
C A
M P
B E
IW
L D
E
K
R
SCALE: 1/2" = 1'-0"
DETAIL - COVER PLATES
0 2' 4'1'
/4
26'-2 1/2 "
SOLE PLATE
BEARINGS. SEE SHEET S-511 TO S-514
COVER PLATE AND GRATING EDGE
8'-9 5/8 " 8'-9 5/8 "
1/8 " TYP
/1
/1
/1
17'-7 1/2 "
S-511-G1 S-511-G16 S-511-G16 S-511-G16 S-511-G16 S-511-G8
S-511-L1 S-511-L1
S-511-A8S-511-A1
S-511-L5 S-511-L5 S-511-L5 S-511-L9
S-511-A13 S-511-A13
S-513-A1
S-514-E1
S-514-A1
S-513-J1
S-513-E1 S-511-L13 S-511-L13
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
V E
R P
L A
T E
S T
O P
D E
T A
IL
S-511
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
S-511-A1 - COVER PLATE
S-511-G1 - COVER PLATE
S-511-L1 - COVER PLATE
L5
S-511-L5 - COVER PLATE
L9
S-511-L9 - COVER PLATE
L13
S-511-L13 - COVER PLATE
G16
S-511-G16 - COVER PLATE
A8
S-511-A8 - COVER PLATE
G8
S-511-G8 - COVER PLATE
A13
SCALE: 3/4" = 1'-0"
S-511-A13 - COVER PLATE
/8
/8
9'-4 3/4 "
5 1/2 "2'-5 5/8 " 5 1/2 " 2'-5 5/8 "
/8
5 1/2 "1'- 1/8 " 2'-5 5/8 "5 1/2 "
1'-5 1/2 "
5 1/2 "1'-8 1/8 " 5 1/2 " 1'-8 1/8 "
5'-9 3/4 "
/1
/1
/1
5 1/2 "2'-2 1/16 " 5 1/2 " 2'-2 1/16 "
/1
8'-9 5/8 "
5 1/2 "1'-8 5/16 " 5 1/2 " 1'-8 5/16 "
7'-10 3/16 "
5 1/2 "2'-3 1/8 " 5 1/2 " 2'-3 1/8 "
10'-3 11/16 "
/2
/2
11 1/2 " 1" TYP
2'-0"
SLOTTED HOLE
3/4"X1 1/2"
SLOTTED HOLE
3/4"X1 1/2"
SLOTTED HOLE
3/4"X1 1/2"
SLOTTED HOLE
3/4"X1 1/2"
SLOTTED HOLE
3/4"X1 1/2"
/2
/2
/2
/2
/2
/2
/2
/2
1" TYP11"
9 7/8 "
10 15/16 "
11"
1" TYP
1" TYP
1" TYP
PL 3/8" PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8" PL 3/8"
PL 3/8"
1'-11"
/4
/1
1'-8 3/4 " 1'-10 7/8 "
/1
1'-11"
/8
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE82S-511-L13
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE41S-511-L9
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE123S-511-L5
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE82S-511-L1
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE164S-511-G16
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE41S-511-G8
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE41S-511-G1
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE82S-511-A13
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE41S-511-A8
ASTM B632 ALLOY 6061 TEMPER T6TREAD PLATE
(2 OPP HAND)
(2 AS SHOWN)
S-511-A1
MATERIALDESCRIPTIONTOT QTY
QTY
UNIT
MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
2'0 1' 4' 2'0 1' 4'2'0 1' 4'
2'0 1' 4' 2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
ALLOWED.
ON S-512 USING ALUMINUM WELD FILLER 4043 OR STRONGER. FILLER 1100 IS NOT
FILLET WELDED WITH ¼”FILLETS ALL AROUND TO THE CORRESPONDING COVER PLATES
ALL PENETRATIONS AND EDGES OF COVER PLATES SHOWN ON THIS SHEET SHALL BE 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
A N
S I
D
R E
V
IE
W
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E R B
A
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
M A
V E
R P
L A
T E
S B
O T
T O
M
D E
T A
IL
S-512
A
R O
D R
IG
U E
Z
A
C A
M P
B E
IW
L D
E
K
R
PL 3/8"
PL 3/8" PL 3/8" PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
PL 3/8"
S-512-A1 - COVER PLATE
S-512-G1 - COVER PLATE
S-512-A8 - COVER PLATE
A8
S-512-A14 - COVER PLATE
G8
S-512-G8 - COVER PLATE
G16
S-512-G16 - COVER PLATE
S-512-L1 - COVER PLATE
L5
S-512-L5 - COVER PLATE
L9
S-512-L9 - COVER PLATE
L13
S-512-L13 - COVER PLATE
2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
2'0 1' 4'2'0 1' 4'2'0 1' 4'
2'0 1' 4' 2'0 1' 4' 2'0 1' 4' 2'0 1' 4'
/2
S
P A
C E
S
/2
7 7/8 "12 SPACES @ 8" = 8'-0"7 7/8 "
9'-3 3/4 "
5 1/2 " 1'-9 1/4 "5 1/2 "1'-9 1/4 "
/8
/8
/2
/2
HOLE TYP
1"X3" SLOTTED
SLOTTED HOLE TYP
1 3/4" X 1 1/2"
/2
S
P A
C E
S
/2
6 3/8 "7 SPACES @ 8" = 4'-8"6 3/8 "
5'-8 3/4 "
1'-1 1/4 " 5 1/2 " 5 1/2 " 1'-1 1/4 "
/2
4 5/16 "12 SPACES @ 8" = 8'-0"4 5/16 "
/1
/1
S
P A
C E
S
/1
8'-8 5/8 "
/1
/1
5 1/2 "1'-9 1/4 " 5 1/2 " 1'-9 1/4 "
HOLE TYP
1"X3" SLOTTED
HOLE TYP
1"X3" SLOTTED
TYP
SLOTTED HOLE
1 3/4" X 1 1/2"
TYP
SLOTTED HOLE
1 3/4" X 1 1/2"
/2
S
P A
C E
S
/2
6 9/16 "6'-8"6 9/16 "
7'-9 3/16 "
1'-1 1/4 " 1'-1 1/4 "5 1/2 " 5 1/2 "
/2
HOLE TYP
1"X3" SLOTTED
TYP
SLOTTED HOLE
1 3/4" X 1 1/2"
/2
S
P A
C E
S
/2
5 3/8 "14 SPACES @ 8" = 9'-4"5 3/8 "
10'-2 11/16 "
5 1/2 "1'-9 1/4 " 5 1/2 " 1'-9 1/4 "
HOLE TYP
1"X3" SLOTTED
/2
TYP
SLOTTED HOLE
1 3/4" X 1 1/2"
/2
S
P A
C E
S
/2
3 1/2 "
1'-11"
11 1/2 "
1'-7 1/2 "
2" TYP
T Y
P /2 T
Y P
HOLE TYP
1"X3" SLOTTED
10" 8 7/8 " 9 15/16 " 10"
10 1/2 "
TYP
TYP
TYPTYPTYP
2" TYP
T Y
P T
Y P
/2
/8
S
P A
C E
S
/8
/4
3" 11"
1'-7"
1'-10"
2" TYP
T Y
P /2
T Y
P
1 7/8 "
9 7/8 "
1'-5 7/8 "
1'-7 3/4 "
/1
S
P A
C E
S
/1
/1
HOLE TYP
1"X3" SLOTTED
HOLE TYP
1"X3" SLOTTED
HOLE TYP
1"X3" SLOTTED
HOLE TYP
1"X3" SLOTTED
/1
S
P A
C E
S
/1
2 15/16 "
10 15/16 "
1'-6 15/16 "
1'-9 7/8 "
/1
2" TYP
T Y
P /2
T Y
P
2" TYP
T Y
P /2
T Y
P
/1
S
P A
C E
S
/1
3"
11"
1'-7"
1'-10"
/8
OR STRONGER. FILLER 1100 IS NOT ALLOWED.
¼”FILLETS ALL AROUND TO THE CORRESPONDING COVER PLATES ON S-511 USING ALUMINUM WELD FILLER 4043 ALL PENETRATIONS AND EDGES OF COVER PLATES SHOWN ON THIS SHEET SHALL BE FILLET WELDED WITH 1.
GENERAL SHEET NOTES
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE82S-512-L13
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE41S-512-L9
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE123S-512-L5
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE82S-512-L1
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE164S-512-G16
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE41S-512-G8
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE41S-512-G1
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE82S-512-A14
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE41S-512-A8
ASTM B209 ALLOY 6061 TEMPER T6FLAT PLATE41S-512-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
MATERIAL SCHEDULE
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
E D
G E
B E
A R
IN
G
S
C O
V E
R
P
L A
T E
D E
T A
IL
S-513
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SCALE: 3"-1'-0"
DETAIL - S-513-A1
E1
SCALE: 3"-1'-0"
DETAIL - S-513-E1
J1
SCALE: 3"-1'-0"
DETAIL - S-513-J1
12'- 2 3/16"
21'-7 1/16"3"
6 7/8 "11 SP @ 1'-0" = 11'-0"7 5/16 "
TYP
½" X 4½" HCA
1 1/16 "
7'-8½"
3"25'-10½"3"
24'-11"
11 1/2 "23 SP @ 1'-0" = 23'-0"11 1/2 "
45°
TYP
½" X 4½" HCA
5 3/16 "20 SP @ 1'-0" = 20'-0"7 11/16 "
21'- 0 7/8"
3"
45°
9'-0 3/8"
TYP
½" X 4½" HCA
R 15'-6"
ASTM A36SUPPORT ANGLE4 (2 AS SHOWN) (2 OPP HAND)1S-513-J1
ASTM A36SUPPORT ANGLE4 (2 AS SHOWN) (2 OPP HAND)1S-513-E1
ASTM A36SUPPORT ANGLE4 (2 AS SHOWN) (2 OPP HAND)1S-513-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
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
R S
C O
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
PAINT ALL PER SPECIFICATIONS (5-E-Z).1.
GENERAL SHEET NOTES
6"0 3" 1'
S I
D
R E
V
IE
W
M
IT
E R
G A
T E
I N
S T
A L
L A
T
IO
N A
N D
M A
C H
IN
E
R Y
R E
P L
A C
E M
E N
T
J O
L
IE
T
IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
R
IV
E
R B
A
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
M A
C K
E D
G E
B E
A R
IN
G
S
C O
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R
P
L A
T E
D E
T A
IL
S-514
A
R O
D R
IG
U
E Z
A
C A
M P
B E
IW
L D
E K
R
SCALE: 3"-1'-0"
DETAIL - S-514-A1
E1
SCALE: 3"-1'-0"
DETAIL - S-514-E1
9'-11 7/8"
3"
7 7/16 "9 SPACES @ 1'-0" = 9'-0"4 7/16 "
TYP
½" X 4½" HCA
3 3/4 "1'-0"4 3/4 "
TYP
½" X 4½" HCA
3"
3"
1'-8 1/2 "
45°
45°
3"
ASTM A36SUPPORT ANGLE4 (2 AS SHOWN) (2 OPP HAND)1S-514-E1
ASTM A36SUPPORT ANGLE4 (2 AS SHOWN) (2 OPP HAND)1S-514-A1
MATERIALDESCRIPTIONTOTAL QTY.UNIT QTY.MARK NO.
BILL OF MATERIALS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
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K E
D B
Y
D R
A W
N B
Y
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S
IG
N E
D B
Y
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L
IC
IT
A
T
IO
N N
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IS
S
U E
D A
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S I Z
E
M A
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S C
R
IP
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IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
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P S
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G
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/T .O
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M A
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C /I
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IQ
C O
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PAINT ALL PER SPECIFICATIONS (5-E-Z).1.
GENERAL SHEET NOTES
B
C
D
E
F
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H
J
K
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B M
IT
T E
D B
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S
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M A
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S C
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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N T
R A
C T /T .O
N O
P R
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M A
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C
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A C
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N S
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IO
N A
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IN
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Y R
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A S
IN
/0
/2
R O
C K I S
L A
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IS
T R
C A
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N
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G C
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S S
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B L Y
IS
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IC
S-516
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C
C L E
M E
N
IW
L D
C
D E
L O
N G
MGMACH
W E
K
R
SCALE: 1" = 1'-0"
DETAILS - ISOMETRIC - STRUT ARM OPENING COVER PANEL AND EMBEDDED FRAME
S-518-C1
S-518-K6
S-518-K11
S-518-G10
S-518-G14
S-518-G1
S-518-A1
S-518-G1
S-518-G6
0 1' 2'6"
S-518-K1
S-518-M1
S-518-K16
S-518-K6
S-518-K6
S-518-K6
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
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IC
IT
A T
IO
N N
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IS
S
U E D
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E
S
IZ
E
M A
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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
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C T C
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M A
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C /I
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C
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IC
IT
A T
IO
N
M
IT
E R G
A T
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N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
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IL
B R
A N
D O
N R
O A
D L
D
IL
L
IN
O
IS
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IV
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A S
IN
/0
/2
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C K I S
L A
N D
IL
L
IN
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IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
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T A
R M O
P E
N
IN
G C
O V
E R A
S S
E M
B L Y
A S
S E
M B
L Y
S-517
C
K E
Y S
C
C L E
M E
N
IW
L D
C
D E
L O
N G
MGMACH
W E
K
R
SCALE: 1" = 1'-0"
PLAN AND ELEVATION - STRUT ARM OPENING COVER PANEL EMBEDDED FRAME
0 1' 2'6"
SEE S-518STRUT ARM OPENING COVER PANEL
(2 OPP HAND)
(2 AS SHOWN)
S-517-H1
SEE-S-518STRUT ARM OPENING EMBEDDED FRAME
(2 OPP HAND)
(2 AS SHOWN)
S-517-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
MATERIAL SCHEDULE
H1
SCALE: 1" = 1'-0"
PLAN AND ELEVATION - STRUT ARM OPENING COVER PANEL
0 1' 2'6"
4"
11 1/2 "
T Y P
T Y P
T Y
P /2
(3 E
Q U
A L S
P A
C E
S
C T
O C
4 1/4 "
8 1/4 "
(33 EQUAL SPACES)
8" C. TO C.
TYP
1 1/2 "
/2
/2
(17 EQUAL SPACES)
1'-4" C. TO C.
TYP
1 1/2 "
/4
/4
4'-1 3/4 "
23'-7 1/2 "
1'-0"
23'-7 1/2 "
5/16
5/16
EACH END
TYP
CJP 2"
OR INSERT 3/4"Ø X 1/2" LONG BOLT
TAPE ENDS TO PREVENT CONCRETE INTRUSION
1/4
1/2" X 7" HCA
TYP
COUPLING NUT
3/4" X 2 1/4"
3"
3"
TYP
9 1/2 "
CJP TYP,
GRIND OUTSIDE
SURFACE FLUSH
C PIT OPENINGL
GENERAL SHEET NOTES
FASTENING BOLTS.
TEFLON TAPE OR PASTE WILL BE APPLIED TO THREADS ON COVER PANEL 7.
MANUFACTURER.
FASTEN RUBBER SEAL TO REMOVABLE PANEL WITH ADHESIVE PER SEAL6.
VULCANIZE RUBBER SEAL JOINTS PER MANUFACTURE RECOMMENDATIONS.5.
SPECIFICATIONS.
ALL SURFACES WILL BE COATED WITH THE 23-A-Z COATING SYSTEM PER 4.
STEEL PLATES AND SHAPES WILL BE ASTM A36 STEEL.3.
COUPLING NUTS WILL BE ASTM A563 GRADE DH.2.
FASTENING COVER PANEL TO FRAME WILL BE ASTM A307, GR. A.
STANDARD ARC WELDING STUD WILL BE AWS TYPE A. BOLTS USED FOR 1.
S-518-M1
4 1/4 "
3'-3 3/4 "3'-10"3'-10"3'-10" 4'-8"
3'-3 3/4 "3'-10"3'-10"4'-8"3'-10"4'-1 3/4 "
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
A N
S I
D
S O
L
IC
IT
A T
IO
N
M
IT
E R G
A T
E I
N S
T A
L L
A T
IO
N A
N D M
A C
H
IN
E R
Y R
E P
L A
C E
M E
N T
J O
L
IE
T
IL
B R
A N
D O
N R
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