A22-PLAN_SET_SOL-2022-03-28-MGMACH.pdf
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- Attached to
- Illinois River Basin Dresden Island Lock and Dam; Morris, Will County, Illinois; Lock Rehabilitation
- Solicitation number
- W912EK22R0008
About this file
This federal contract opportunity notice is for lock rehabilitation work at the Illinois River Basin Dresden Island Lock and Dam in Morris, Will County, Illinois. The Department of the Army Corps of Engineers Engineering District Rock Island is seeking to rehabilitate the lock through replacement of the miter gate and machinery, electrical system replacement, and dewatering of the lock chamber. An option is also specified for fairlead and checkpost replacement. The solicitation number is W912EK22R0008 and responses are due based on the standard FAR solicitation process and timing.
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PLAN SET: MITER GATE MACHINERY INSTALLATION
of Engineers
US Army Corps
LOCK REHABILITATION
GRUNDY COUNTY, IL
DRESDEN ISLAND LOCK AND DAM
ILLINOIS RIVER BASIN
ROCK ISLAND DISTRICT
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD304
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD303
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD302
SECTION - UPSTREAM LANDWALL CONCRETE DEMOLITIONSD301
ELEVATION - UPSTREAM LANDWALL DEMOLITIONSD201
PLAN - UPSTREAM LANDWALL METALS REMOVAL AND CONCRETE DEMOLITIONSD101
DETAIL - COVER PANELS S-542
DETAIL - COVER PANELS S-541
DETAIL - COVER PANELS S-540
DETAIL - COVER PANEL B S-532
DETAIL - COVER PANEL B S-531
DETAIL - COVER PANEL A S-530
DETAIL - HANDRAIL S-521
DETAIL - HANDRAIL S-520
DETAIL - LADDER S-519
DETAILS - PARTS TRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-518
DETAILS - PLAN AND ELEVATION TRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-517
DETAILS - ISOMETRIC TRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-516
DETAIL - ISOMETRIC TRUT ARM OPENING COVER PANEL AND EMBEDDED FRAMES-515
DETAILS - COVER PANEL EDGE BEARINGSS-513
DETAIL - COVER PANEL LAYOUT S-511
DETAIL - STRUT ARM PIT OPENING COVER PLATES-510
DETAILS - COVER FRAME DIAPHRAGM S-509
DETAILS - COVER FRAME DIAPHRAGMS ASSEMBLY S-508
DETAILS - COVER FRAME BEAMS S-507
DETAILS - COVER BEAM AND STANDARD BEARINGS S-506
DETAILS - ANCHORED BEARINGS S-505
DETAILS - MACHINERY SUPPORT BRACKET S-503
DETAILS - MACHINERY SUPPORT BRACKET ASSEMBLY S-502
DETAILS - LAYOUT COVER BEAM AND FRAME S-501
SECTION - UPSTREAM LANDWALL S-304
SECTION - UPSTREAM LANDWALL S-303
SECTION - UPSTREAM LANDWALL S-302
SECTION - UPSTREAM LANDWALL S-301
ELEVATION - UPSTREAM LANDWALL S-201
PLAN - UPSTREAM LANDWALL LOWER LEVEL CONCRETE AND REINFORCEMENTS-104
PLAN - UPSTREAM LANDWALL MID-LEVEL CONCRETE AND REINFORCEMENTS-103
PLAN - UPSTREAM LANDWALL PIT WALLS CONCRETE AND REINFORCEMENTS-102
PLAN - UPSTREAM LANDWALL PIT COVER PANELS, SUPPORTS, AND CONCRETES-101
ENLARGED PLAN UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD401
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD301
PLAN - UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITIONMD101
DETAILS - GEAR ROLLERS M-542
DETAILS - ROLLER BASE M-541
CRANK GEAR ROLLER SUPPORTS M-540
DETAILS - BEARING M-532
DETAILS - BEARING PEDESTAL M-531
PINION BASE M-530
DETAILS - CRANK GEAR BASE M-522
DETAIL - CRANK GEAR BASE M-521
ASSEMBLY CRANK GEAR BASE M-520
MITER GATE MACHINERY M-401
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-303
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-302
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERYM-301
PLAN - UPSTREAM LANDWALL MITER GATE MACHINERYM-101
COVER SHEET G-001
SHEET TITLESHEET ID
SHEET INDEX
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GENERAL SHEET NOTES
A1
SCALE: 1/8"=1'-0"
PLAN - UPSTREAM LANDWALL MITER GATE MACHINERY
E L
.6
LANDWALL RECESS
UPPER MITER GATE
E L
.0
EL 470.0 EL 471.0
VALVE RECESS
LOCATION.
MACHINERY SOLE PLATE IS LABELED WITH THE REQUIRED INSTALLATION
ROTARY CAM LIMIT SWITCH AND HIGH/LOW SPEED SHAFT COUPLINGS. THE
A SOLE PLATE CONSISTING OF ELECTRIC MOTOR, BRAKE, GEAR REDUCER,
THE GOVERNMENT WILL FURNISH THE OPERATING MACHINERY MOUNTED ON 3.
ALL FOUR MITER GATE MACHINERY PITS. I-WALL IS OF OPPOSITE HAND.
UPSTREAM LANDWALL SHOWN, WORK SHOWN ON THIS SHEET IS TYPICAL OF 2.
SHOWN FOR CLARITY.
MITER GATE, MACHINERY PIT SUPPORT BEAMS AND COVER PLATES NOT 1.
0 8'4' 16'
EL 471.0
.0
M J S
T A
SHEET KEYNOTES
BEAM DETAILS.
THE FIELD AND ANCHOR MACHINERY ASSEMBLY. SEE S-501 FOR SUPPORT
GEAR SHAFT. AFTER POSITIONING, MATCH DRILL SUPPORT BEAM FLANGES IN
MACHINERY WITH GEAR REDUCER OUTPUT SHAFT CONCENTRIC WITH PINION
INSTALL MITER GATE OPERATING MACHINERY. POSITION OPERATING 1.
MITER POSITION
STRUT ARM IN
N
.7
M J S
T A
.0
M J S
T A
FLOW
M-401
A1
M-301
A1
M-302
A1
M-303
A1
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GENERAL SHEET NOTES
SCALE: 3/4"=1'-0"
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY
SEE S-101 FOR NEW CONCRETE WORK.3.
PRE-DEMOLITION SURVEY.
INSTALLED AT THE ELEVATIONS AND POSITIONS ESTABLISHED DURING THE
ELEVATIONS INDICATED ARE FOR REFERENCE ONLY. MACHINERY TO BE 2.
IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM LANDWALL MACHINERY PIT SHOWN, WORK SHOWN ON THIS SHEET 1.
2'0 1' 4'
SHEET KEYNOTES
ELEVATION CORRECTION.
AND BOTTOM OF BASE .USE NUTS ON BOTTOM OF BASES FOR LEVELING AND
PROVIDE WITH ASTM A194 GR 2H NUTS AND ASTM F436 WASHERS ON TOP 8.
TO OBTAIN THE MINIMUM REQUIRED EMBEDMENT.
ELEVATION SHOWN ON SD-302, ADDITIONAL ROD LENGTH WILL BE REQUIRED
IF CONCRETE REMOVAL EXTENDS BELOW THE CONTRACTUAL REMOVAL 7.
S4 - QUANTITY 12. SEE S-102 FOR EPOXY DETAILS.
1-1/4" DIA. THREADED ANCHOR, ASTM F1554 GR 105, REQUIREMENT S3 AND 6.
PIT. INSTALL M-522-X1 IN KEY AFTER INSTALLATION.
INSTALL BASE SO LARGE END OF KEY IS INSTALLED ON UPSTREAM SIDE OF 5.
LEVELING, GROUT BASES WITH NON-SHRINK GROUT.
PROVIDED ITEMS AND FABRICATION DETAILS. AFTER INSTALLATION AND
INSTALL NEW GEAR ROLLER ASSEMBLIES. SEE M-540 FOR CONTRACTOR 4.
SEE M-302 FOR PINION BASE INSTALLATION.3.
THREADS EXTENDING BEYOND NUT.
DETAILS. AFTER INSTALLATION AND LEVELING, TRIM ANCHORS WITH 1 TO 3
GFE, SEE M-520 FOR CONTRACTOR PROVIDED ITEMS AND FABRICATION
INSTALL NEW CRANK GEAR BASE, CRANK GEAR AND PIN. CRANK GEAR IS 2.
FURNISHED EQUIPMENT (GFE).
GEARBOX AND SOLE PLATE. MACHINERY ASSEMBLY WILL BE GOVERNMENT
INSTALL NEW MACHINERY ASSEMBLY CONSISTING OF BRAKE, MOTOR, 1.
TOW EL 510.00
5 8
M-530-A1
PINION GEAR CRANK GEAR
EL 506.34
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M-540-A1
EL 504.00
FIELD VERIFY
REF. EL 507.58
GEAR>
ELECTRICAL VOL.
DRAIN. SEE
MACHINERY PIT
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SCALE: 1"=1'-0"
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY
CRANK GEAR NOT SHOWN FOR CLARITY.4.
SEE S-101 FOR NEW CONCRETE WORK.3.
PRE-DEMOLITION SURVEY.
INSTALLED AT THE ELEVATIONS AND POSITIONS ESTABLISHED DURING THE
ELEVATIONS INDICATED ARE FOR REFERENCE ONLY. MACHINERY TO BE 2.
IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM LANDWALL MACHINERY PIT SHOWN, WORK SHOWN ON THIS SHEET 1.
SHEET KEYNOTES
532-X6. PRODUCT USED MUST ALLOW FOR DISASSEMBLY.
AT ASSEMBLY, USE MEDIUM STRENGTH THREAD LOCKER ON M-532-X2 AND M-10.
01 41.
FURNISHED PINION SHAFT. SEE SPECIFICATIONS SECTIONS 01 11 00 AND 35
GOVERNMENT FURNISHED LOW SPEED COUPLING ONTO THE GOVERNMENT
CONTRACTOR IS REQUIRED TO PRESS THE LOWER HALF OF THE 9.
REQUIREMENTS.
SEE SPECIFICATIONS SECTION 35 01 41 FOR ADDITIONAL GEAR ALIGNMENT
CENTERLINES ARE ALIGNED AND PINION GEAR IS LEVEL AND PLUMB TO 0.01".
ELEVATION AND HORIZONTAL ADJUSTMENT BOLTS SUCH THAT GEAR
WITH LOW SPEED COUPLING AND CRANK GEAR. ADJUST PINION BASE
USE BEARING PLATE ADJUSTMENT BOLTS TO ALIGN PINION GEAR AND SHAFT 8.
BASE.
ELEVATION CORRECTION. INSTALL ASTM A563 GRADE A JAM NUTS ON TOP OF
BOTTOM OF BASE. USE NUTS ON BOTTOM OF BASE FOR LEVELING AND
PROVIDE WITH ASTM A563 GR A NUTS AND ASTM F436 WASHERS ON TOP AND 7.
TO OBTAIN THE MINIMUM REQUIRED EMBEDMENT.
ELEVATION SHOWN ON SD301, ADDITIONAL ROD LENGTH WILL BE REQUIRED
IF CONCRETE REMOVAL EXTENDS BELOW THE CONTRACTUAL REMOVAL 6.
16. ANCHOR LENGTH 4'-7" NOMINAL.
2" DIA THREADED EPOXY GROUTED ANCHOR, ASTM F1554 GR 55 - QUANTITY 5.
COMPLETE. SEE SPECIFICATIONS SECTION 03 31 00.
GROUT BASE AFTER INSTALLATION, LEVELING AND GEAR ALIGNMENT ARE 4.
FABRICATION DETAILS.
SHAFT ARE GFE. SEE M-530 FOR CONTRACTOR PROVIDED ITEMS AND
INSTALL NEW PINION GEAR AND BASE ASSEMBLY. THE PINION GEAR AND 3.
TO BE LEVEL WITHIN ± 1/32" OVER THE LENGTH AND WIDTH OF SOLE PLATE.
FOR LEVELING SOLE PLATE ON MACHINERY SUPPORT BEAMS. SOLE PLATE
CONTRACTOR TO PROVIDE STAINLESS STEEL SHIMS OF VARYING THICKNESS 2.
FURNISHED EQUIPMENT (GFE).
GEARBOX AND SOLE PLATE. MACHINERY ASSEMBLY WILL BE GOVERNMENT
INSTALL NEW MACHINERY ASSEMBLY CONSISTING OF BRAKE, MOTOR, 1.
SOLE PLATE
BRAKE
MOTOR
GEAR REDUCER
LOW SPEED COUPLING
PINION GEAR
M-530-A1
EL 510.0
EL 504.0
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GUARD
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HIGH SPEED
SWITCH ENCLOSURE
ROTARY CAM LIMIT
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SCALE: 1-1/2"=1'-0"
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY
EQUIPMENT.
SEE REFERENCE DRAWINGS FOR DETAILS OF GOVERNMENT FURNISHED 3.
SEE S-101 FOR NEW CONCRETE WORK.2.
PRE-DEMOLITION SURVEY.
INSTALLED AT THE ELEVATIONS AND POSITIONS ESTABLISHED DURING THE
ELEVATIONS INDICATED ARE FOR REFERENCE ONLY. MACHINERY TO BE 1.
SHEET KEYNOTES
ON BASE. ROLLERS MUST NOT CONTACT GEAR TEETH.
DRAWING. FIELD ADJUST RADIAL DISTANCE USING SLOTTED ANCHOR HOLES
DIMENSION SHOWN IS NOMINAL AND DEVELOPED FROM REFERENCE 6.
FASTENERS.
INSTALL M-522-X6 IN CRANK PIN CAP AND SECURE CAP WITH PROVIDED
INSTALL SWIVEL JOINT AND STRUT ARM. AFTER INSTALLATION OF STRUT ARM, 5.
NUT AND COTTER PIN AFTER INSTALLATION OF CRANK PIN.
INSTALL CRANK PIN IN CRANK GEAR, INSTALL PLATE WASHER, HEAVY HEX 4.
ELEVATION CORRECTION.
AND BOTTOM OF BASE. USE NUTS ON BOTTOM OF BASES FOR LEVELING AND
PROVIDE WITH ASTM A194 GR 2H NUTS AND ASTM F436 WASHERS ON TOP 3.
16.
1" DIA THREADED EPOXY GROUTED ANCHER, ASTM F1554 GR 55 - QUANTITY 2.
CONTRACTOR PROVIDED ITEMS AND FABRICATION DETAILS.
LEVELING, GROUT BASES WITH NON-SHRINK GROUT.SEE M-540 FOR
INSTALL NEW GEAR ROLLER ASSEMBLIES, AFTER INSTALLATION AND 1.
SWIVEL JOINT
STRUT ARM
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CRANK GEAR
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FLOOR OF CRANK
(TYP OF 16)
CONCRETE
EXISTING
1'-0" IN
EMBEDMENT
MINIMUM
M-540-A1
M-520-A1
1' 2'0 6"
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F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
IT
E R G
A T
E M
A C
H
IN
E R
Y
M-401
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
MUST BE FIELD VERIFIED.
DIMENSIONS SHOWN ARE DEVELOPED FROM REFERENCE DRAWINGS AND 8.
3. GEAR ROLLER ASSEMBLIES (4). SEE M-540 FOR FABRICATION DETAILS.
2. PINION GEAR BASE ASSEMBLY. SEE M-530 FOR FABRICATION DETAILS.
1. CRANK GEAR BASE ASSEMBLY. SEE M-520 FOR FABRICATION DETAILS.
SHOWN ON THIS SHEET:
CONTRACTOR WILL PROVIDE THE FOLLOWING COMPONENTS FOR WORK 7.
5. STRUT ARM AND STRUT ARM CONNECTIONS.
4. PINION GEAR/ PINION SHAFT
3. CRANK PIN
2. CRANK GEAR BUSHING
1. CRANK GEAR
SHOWN ON THIS SHEET:
THE GOVERNMENT WILL FURNISH THE FOLLOWING COMPONENTS FOR WORK 6.
REQUIREMENTS.
SEE SPECIFICATIONS SECTION 35 01 41 FOR GEAR ALIGNMENT 5.
CENTERS SHALL BE THE SAME AS EXISTING.
THE LOCATION AND ELEVATION OF NEW CRANK GEAR AND PINION GEAR 4.
IS TYPICAL OF ALL FOUR MITER GATE MACHINERY PITS.
UPSTREAM LANDWALL MACHINERY PIT SHOWN. WORK SHOWN ON THIS SHEET 3.
MACHINERY NOT SHOWN FOR CLARITY.
MACHINERY PIT COVER PLATES, SUPPORT BEAMS AND OPERATING 2.
MITER GATE NOT SHOWN FOR CLARITY.1.
0 2' 4'1'
SHEET KEYNOTES
MITER GATE RECESS
UPPER LANDWALL
A1
SCALE: 1/2"=1'-0"
ENLARGED PLAN- MITER GATE MACHINERY
6'-5"5'-5"
3'-8"6'-5"
9'-7 7/8 "
INSTALL GOVERNMENT FURNISHED CRANK PIN AND STRUT ARM.6.
EDGE OF CONCRETE AND INSTALL GREASE ZERK AT END OF LINE.
BRAIDED GREASE LINE AND INSTALL ON M-522-X7. TERMINATE GREASE LINE AT
INSTALL M-522-X7 ON M-521-A1 AT INSTALLATION. PROVIDE STAINLESS STEEL5.
INTERFERE WITH OPERATING MACHINERY.
MANIFOLD TO EACH GEAR ROLLER, ROUTE LINES TIGHT TO WALL AND NOT TO
MANIFOLD. ROUTE STAINLESS STEEL BRAIDED, FLEXIBLE GREASE LINES FROM
PROVIDE AND INSTALL WALL MOUNTED STAINLESS STEEL GREASE FITTING 4.
RADIUS FROM GEAR CENTER. SEE M-303 FOR DETAILS.
INSTALL FOUR NEW GEAR ROLLER ASSEMBLIES. INSTALL ROLLERS ON 9'-1 1/4" 3.
ANCHOR BOLT DETAILS.
INSTALL NEW PINION GEAR/SHAFT AND BASE ASSEMBLY. SEE M-302 FOR 2.
ASSEMBLY OF MATING GEAR HALVES.
ANCHOR BOLT DETAILS. SEE SPECIFICATIONS SECTION 35 01 41 FOR
INSTALL NEW CRANK GEAR, CENTER PIN AND BASE ASSEMBLY. SEE M-301 FOR 1.
MITER POSITION
STRUT ARM AT
5 5
17'-0"
PINTLE
LC CRANK GEAR
LC PINTLE
LC CRANK GEARLC ROLLER
LC ROLLER
LC ROLLER LC ROLLER
LC PINION
LC PINION
LC PINTLE
B
C
D
E
F
G
H
J
K
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M
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P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A N
K G
E A
R B
A S
E
A S
S E
M B
L Y
M-520
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
M-522-A7
M-522-G1
M-522-A1
M-521-A1
M-522-G10
SCALE: 1 1/2"= 1'-0"
ASSEMBLY - CRANK GEAR BASE
1' 2'0 6"
CRANK GEAR (GOVERNMENT FURNISHED)
(GOVERNMENT FURNISHED)
CRANK GEAR BUSHING
B
C
D
E
F
G
H
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M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A N
K G
E A
R B
A S
E
D E
T A
IL
M-521
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
Ø 3'-6" B.C.
4'-0"
2'-5"
26°
A9
25°
R 1 1/2"
/4
/8
1'-6 3/4 "
A1
SCALE: 1 1/2" = 1'-0"
M-521-A1 - DETAIL - CRANK GEAR BASE
A9
SCALE: 3" = 1'-0"
SECTION
ON THE DIAMETER
TAPERED 1.2" IN 12"
TAPERED 5/8" IN 12"
TAPERED 5/8" IN 12"
2'- 1/2 "
1'-2"
1'-0"
/4
/2
/8
R 1 1/2"
R 1/4"
R 1/32"
1' 2'0 6" 6"0 3" 1'
/4
9 7/8 "
END OF TAPER
P
IN
R
E M
O V
A L S
L O
T P
IN
K
E Y S
L O
T
/8
R 1/2"
2 1/4 "
/4
/8
INSTALLATION
CONCRETE AT
TOP OF
T Y
P
3/4 " Ø
25°
" TYP
70°
70°
35°
PLAN
1 5 /16 " T
YP
FOUR MACHINERY PITS ARE REQUIRED OF CONTRACT.
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT. 2.
PAINT PER SPECIFICATIONS SECTION 09 97 02 ALL NON-FAYING SURFACES.1.
GENERAL SHEET NOTES
1'-6 3/4 "
SHEET KEYNOTES
DURING INSTALLATION AND CONCRETE PLACEMENT.
PROVIDE WOOD DISC WITH AIR HOLE TO PREVENT CONCRETE ENTRY 1.
/4
1/4" NPT TYP
DRILL AND TAP
R 1-1/2"
1'-10"
ASTM A148 GR 90-60CRANK GEAR BASE1M-521-A11
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
10 3/4 " CORED HOLE
/4
32 32
B
C
D
E
F
G
H
J
K
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M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A N
K G
E A
R B
A S
E
D E
T A
IL
S
M-522
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
4 1/2 " 1'-10" 4 1/2 "
2'-7"
/1
2 1/2 "
/1
/2 T
Y P
2'-7"
/2
/1
1/2" X 45.0°
CHAMFER
1/8" X 45.0°
1" T Y P
R
2' -0
1'-2 1/8 "
22.5°
/8
/1
/1
/8
/8
/1
/1
/8
/8
125 FAO
IN 12"
TAPER 5/8"
WITH M-521-A1
IN 12" FOR FIT
TAPERED 1.2"
2 3/4 "
1/4 "
R
/4
R
G10/M-542 DETAIL "B"
ON BOTH SIDES SEE
3/16" GREASE GROOVES
R 1/4" TYP.
Ø 8 1/2 "
/8
TAP FOR M-522-X2 TYP OF 6
DRILL, COUNTERBORE,
7/16 "
7/16 "
11.992" 11.995"
TYP OF 2
LIFTING BOLT
3/4" UNC. FOR
DRILL AND TAP
2'-0" 1'-6"
TYP OF 2
B.C. FOR M-522-X3
1/4" NPT ON 1'-2 5/8"
DRILL THRU TAP
Ø 8-1/2" B.C.
FOR M-522-X4
1- 1/2" UNC ↓ 2"
DRILL AND TAP
Ø 9 7/8 "
FAO
M-522-A1 - THRUST WASHER
SCALE: 1 1/2"=1'-0"
M-522-A7 - CRANK GEAR PIN CAP
A7
G10
SCALE: 1 1/2"=1'-0"
M-522-G10 - CENTER PIN KEYM-522-G1 - CRANK GEAR CENTER PIN
G1
1' 2'0 6" 1' 2'0 6"
STEEL
STAINLESS
HOSE BARB
1/4" NPT x 3/16" HOSE 2M-522-X711
STAINLESS STEEL1/4" NPT BUTTONHEAD GREASE FITTING2M-522-X610
ASTM F9121-1/2" X 2" HEX SOCKET HEAD SET SCREW1M-522-X59
ASTM F5411-1/2" EYE BOLT, ASME TYPE 2 STYLE A1M-522-X48
304 STAINLESS STEEL1/4" NPT FLUSH MOUNT GREASE FITTING4M-522-X37
ASTM A5746M-522-X26
304 STAINLESS STEEL1/2" X 3" COTTER PIN2M-522-X15
ASTM A572 GR50CRANK GEAR CENTER PIN KEY1M-522-G104
ASTM A668 CLASS KCENTER PIN CAP1M-522-A73
ASTM B505 UNS C95400THRUST WASHER1M-522-A12
ASTM A668 CLASS KCRANK GEAR CENTER PIN1M-522-G11
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
.2
TYP OF 2
FOR M-522-X3
NPT ON 8-1/2" B.C.
DRILL THRU TAP 1/4"
1/8" CHAMFER TYP
1/2 " CHAMFER 1/2 " CHAMFER
125 FAO EXCEPT AS NOTED
/2
SHEET KEYNOTES
AFTER PIN INSTALLATION, INSTALL M-522-X5 IN PIN CENTER.3.
TAPERED 5/8" IN 12" FOR FIT WITH M-522-G10.2.
RC6 FIT W/ CRANK GEAR BUSHING (GOVERNMENT FURNISHED)1.
FOUR PITS ARE REQUIRED OF CONTRACT
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT. 1.
GENERAL SHEET NOTES
1' -0
↓ 1-1/2"
1-1/2" UNC
DRILL AND TAP
Ø 8-1/2" B.C.
M-522-X2
1-8 UNC FOR
DRILL AND TAP
/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
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
P
IN
IO
N B
A S
E
M-530
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
NTS
ISOMETRIC
3'-0"
/2
/2
M-532-G1
M-531-E9
M-531-E15
M-531-J1
M-531-A13
M-532-A13
M-531-A9
A9
SCALE: 1 1/2"=1'-0"
M-530-A9
M-532-X2
M-531-X1
M-532-X1
M-532-X3
M-531-X3
M-531-X4
M-531-X2
M-531-X5
M-532-X6
M-532-X4
M-532-X5
M-531-A17
M-531-A1-2
M-531-A1-1
M-532-A7
BORE.
OF BOLT HOLES, FAYING SURFACES, AND BEARING AND BUSHING HOUSING
PAINT PINION BASE PER SPECIFICATION SECTION 09 97 02 WITH EXCEPTION 2.
ALL BOLT THREADS TO BE COATED WITH MARINE GRADE ANTI-SEIZE.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
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A R
IN
G P
E D
E S
T A
L
D E
T A
IL
S
M-531
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
M-531-A1 A9
M-531-A9
A13
M-531-A13
M-531-E9
E9
M-531-E15
E15
3'-0"
2'-0"
/2
3 SPACES @ 0'-7" = 1'-9"7 1/2 "
S
P A
C E
S
/2
3" TYP
1 5/8 " TYP 1'-8 3/4 "
/8 T
Y P
/4
A17
M-531-A17
5/
/2
1'-6 13/16 "
/2
1'- 3/16 "7 11/16 "
/2
1'- 3/8 "
PL 1" THICK PL 1" THICK
1'-6"
9"
9/ w
Ø 8 1 /2
2'-0"
3" TYP
1'-2"5"
1' -8
/1
J1
SCALE: 1 1/2"=1'-0"
M-531-J1
2'-0"
T Y
P
3"(TYP)
1'-6"
1"
1 5/8 "
1'-2"5"
/8
/8
9"7 1/2 " 7 1/2 "
/2
/2
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"
2" 2"
/1
15/16 "
2"
T Y
P
1" TYP
T Y
P
T Y
P
M-531-A1-1
M-531-A1-2
-0.0005
+0.0000
M-531-X2
DRILL AND TAP FOR
8X
M-531-X5
DRILL AND TAP FOR
8X
Ø 1-5/16" THRU
4X
Ø 2-1/8" THRU
16X
M-531-X4
DRILL AND TAP FOR
4X
THRU
Ø 1-1/16"
8X
Ø 1" FOR DOWEL PIN
THRU
Ø 1.000
2X
DRILL AND TAP FOR M-532-X4
4X
1'-4 1/2" LONG
DOUBLE EXTRA STRONG PIPE
" T
Y P
R
1"
R
1" R
GR. 1 COND SH2
ASTM F593
2-1/2" LONG
1"-12 UNF HEX BOLT 8M-531-X513
ASTM F3125. A325 TYPE 11-1/4"-7 UNC HEX BOLT 3-3/4" LONG4M-531-X412
ASTM F436. TYPE 11-1/4" HARDENED WASHER4M-531-X311
ASTM F593 GR. 1 COND SH21"-12 UNF HEX BOLT 5" LONG8M-531-X210
ASTM F594 GR. 1 COND SH21'"-12 UNF HEX LOCK NUT8M-531-X19
ASTM A36BASE PLATE1M-531-J18
ASTM A36BEARING PLATE1M-531-E157
ASTM A36RETAINING PLATE1M-531-E96
ASTM A53 TYPE S. GR. BDOUBLE EXTRA STRON PIPE 8" NPS1M-531-A175
ASTM A36PEDESTAL GUSSET4M-531-A134
ASTM A36PEDESTAL GUSSET4M-531-A93
ASTM A36PEDESTAL BOTTOM PLATE1S-531-A1-22
ASTM A36PEDESTAL TOP PLATE1S-531-A1-11
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
CJP
F
O
1' -2 /8 " B .C
1 9/16 "
125 FAO
45°
T
Y P
SHEET KEYNOTES
BORE.
OF BOLT HOLES, FAYING SURFACES, AND BEARING AND BUSHING HOUSING
PAINT PINION BASE PER SPECIFICATIONS SECTION 09 97 02 WITH EXCEPTION 1.
(3/8)
(1/4)
GENERAL SHEET NOTES
TOP AND BOTTOM PLATES TO CENTER PIPE.3.
ALL BOLT THREADS TO BE COATED WITH MARINE GRADE ANTI-SEIZE.2.
FOUR PITS ARE REQUIRED OF CONTRACT.
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT. 1.
" 1
CJP SEE NOTE 3
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A R
IN
G
D E
T A
IL
S
M-532
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
M-532-A1
SCALE: 3"=1'-0"
M-532-A7
A7
/8
/8
/2
90°
/8
/8
/1
/8
/8
/8
/2
1/ 8 "
R
/8
R
90°
22.5°
M-532-G1
M-532-A7
7 7/8 "
7 7/8 "
M-532-G1
7/
22.5°
2 AXIAL GROOVES @ 180°
/4
/1
R
5" 22.5°
G7
NTS
DETAIL
6"0 3" 1'
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
THRUw
Ø1.000 +0.0002
+0.0005
THRUw
Ø1.000 +0.0002
+0.0005
M-532-X1
DRILL AND TAP FOR
ASSEMBLY SEE M-532-A1
MACHINE HOLES AT
DRILL AND TAP 5/16-18
TAP FOR M-532-X7
MACHINE HOLE AT ASSEMBLY
3/8" THRU M-532-G1
SEE M-532-A1
MACHINE HOLES AT ASSEMBLY
DRILL AND TAP 5/16-18
SEE M-532-A1
MACHINE HOLE AT ASSEMBLY
3/8" THRU M-532-A13
CIRCUMFERENTIAL GROOVE
SEE M-532-A1
FOR 5/16"-18 SET SCREW
MACHINE HOLES
THRU
Ø 1-1/16"
2X THRU
Ø 1-1/16"
2X
5.000"-0.000
+0.004
304 STAINLESS STEEL3/8" NPT GREASE FITTING1M-532-X710
ASTM F563 DH1"-8 UNC HEAVY HEX NUT2M-532-X69
ASTM F436, TYPE 11-1/4" HARDENED WASHER4M-532-X58
ASTM F3125, A490 TYPE 11-1/4" 7 UNC HEAVY HEX BOLT 3-1/4" LONG4M-532-X47
ASME B18.8.2HARDENED GROUND MACHINE DOWEL 1" X 4-1/2"2M-532-X36
ASTM F3125. A490 TYPE 11"-8 UNC HEAVY HEX BOLT 4-1/2" LONG2M-532-X25
ASTM F8805/16"-18 SET SCREW 5/8" LONG2M-532-X14
ASTM B505 UNS C95400BUSHING1M-532-G13
ASTM A148 GR 90-60FLANGE BEARING W/ GREASE ZERK1M-532-A132
ASTM A148 GR 90-60FLANGE BEARING1M-532-A71
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE GENERAL SHEET NOTES
FOUR PITS ARE REQUIRED OF CONTRACT.
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT. 1.
1'-2 3/8 "
7 3/16 "
1'-2 3/8 "
7 3/16 "
Ø 1'-2 7/8" B.C.
THRU
Ø1-5/16"
2X
THRU
Ø1-5/16"
2X Ø 1'-2 7/8" B.C.
1/ 8 "
R
/8
/8
/1
/8
R
7 7 /8 "11
/8
R 3/16"
R
1/16" TY
P
125 FAO 125 FAO
G7
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
A N
K G
E A
R R
O L L E
R S
U P
P O
R T S
M-540
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
M-541-A1
M-542-A1
A1
M-540-A1 - GEAR ROLLER ASSEMBLY
6"=1'-0"SCALE:
M-542-M1
M-542-A10
M-542-G1
END ELEVATION
3"0 6"1-1/2"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L E
R B
A S
E
D E
T A
IL
S
M-541
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
1 1/2 "1'-2"1 1/2 "
1'-5"
3 7/8 "9 5/16 "3 7/8 "
8 1/2 "8 1/2 "
/4
/4
/2
2 1/4 "
R
8"
TOP
FRONT
SIDE
A1
M-541-A1 - ROLLER BASE
6"=1'-0"SCALE:
125 FAO
6 9/16 "3 7/8 "6 9/16 "
3"0 6"1-1/2"
AFTER FABRICATION
BOTH PIN PLATES
DRILL HOLE THROUGH
1 5/8 "1 1/4 "2 1/4 "1 1/4 "1 5/8 "
MADE FOR MACHINING, SHRINKAGE, AND DISTORTION.
DIMENSIONS SHOWN ARE FINAL DIMENSIONS AND ALLOWANCES MUST BE 4.
FOUR PITS ARE REQUIRED OF CONTRACT.
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT. 3.
AND DISTORTION CONTROL.
FABRICATOR RESPONSIBLE FOR COMPLETE JOINT PENETRATION WELD TYPE 2.
PAINT PER SPECIFICATION SECTION 09 97 02.1.
CJP TYP
/2
TYP
FOR M-542-X1
DRILL THRU AND TAP
ASTM A572 GR 50ROLLER BASE4M-541-A11
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
/2 T
Y P
T Y
P
/1
R
TYP
/2
/2 "5 /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
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
G
A R R
O L L E
R S
D E
T A
IL
S
M-542
D
D
IL
L O
N
A
C A
M P
B E
IW
L D
S
C A
M P
IO
N
MGMACH
W E
K
R
FOUR PITS ARE REQUIRED OF CONTRACT.
QUANTITIES SHOWN IN MATERIAL SCHEDULE ARE FOR ONE MACHINERY PIT, 2.
INSTALLATION.
COAT THREADS OF M-542-X1 WITH MARINE GRADE ANTISEIZE AT 1.
GENERAL SHEET NOTES
2 1/2 "3 3/8 "
2 3/16 "
1/8 " 1/8 "
Ø /4
R
/8
R
FOR M-542-X2
DRILL AND TAP
M-542-A10
3.0" FN2 FIT IN
FOR M-542-X2
DRILL AND TAP
ON M-542-A1
ø3.00" FN2 FIT
1/4" DRILL THRU
7/16" DRILL
A1/M-542
RC6 FIT
2.500"
/8
/4
A10
M-542-A10 - ROLLER
6"=1'-0"SCALE:
AS NOTED
125 FAO EXCEPT
125 FAO
AS NOTED
125 FAO EXCEPT
1/4 " 1/4 "
2 3/16 "
A1
M-542-A1 - ROLLER PIN BUSHING
1"=1" FULL SIZESCALE:
G1
M-542-G1 - ROLLER PIN
6"=1'-0"SCALE:
G10
TYPICAL GREASE GROOVE
SCALE: NOT TO SCALE
Ø /2
3"0 6"1-1/2"
3"0 6"1-1/2"
0 1" 2"1/2"
DETAIL "A"
R 1/8"
R 1/16" TYP.
M1
M-542-M1 - KEEPER PLATE
1"=1" FULL SIZESCALE:
/4
5 1/8 "
3/8" PL
DETAIL "B"
R 3/16"
R 1/16" TYP.
/8
3/8 "
1/ 2 "
1 15/16 "
SHEET KEYNOTES
PAINT PER SPECIFICATION SECTION 09 97 02.1.
0 1" 2"1/2"
5/8 " 5/8 "3 7/8 "
/8
STAINLESS STEEL
HOSE BARB
1/4" NPT x 3/16" HOSE 4M-542-X37
ASTM F880, COND CW
SET SCREW 5/8" LONG
5/16"-24 UNC SOCKET HEADED
4M-542-X26
ASTM F593, COND CW17/16"-14 UNC HEX BOLT 1-3/4" LONG8M-542-X15
ASTM A572, GR 50KEEPER PLATE4M-542-M14
ASTM A576, GR1040ROLLER4M-542-A103
ASTM A576, GR 1040ROLLER PIN4M-542-G12
ASTM B505, UNS C95400ROLLER PIN BUSHING4M-542-A11
MATERIALDESCRIPTIONUNIT QTYMARK NO.ITEM
MATERIAL SCHEDULE
1/8 "
R
TYP
M-542-X3
NPT TAP FOR
7/16" DRILL 1/4"
G10/M-542 DETAIL "A"
WITHIN 1/4" OF EACH END SEE
2-1/4" X 1/8" GREASE GROOVES
G1/M-542
RC6 FIT ON
2.500"
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
P
IT
C
O V
E R P
A N
E L 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 L
A N
D W
A L L
P L
A N
S-101
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
28'-1"
2'-7 1/2 " 22'-11 1/2 " 2'-6"
COVER PANEL BEAM
COVER PANEL FRAME
/4
2'-0"
COVER PANEL BEAM
SOLE PLATE
1'-5 1/2 "
7'-9"
9'-6 1/2 "
4'-3 3/4 "
/4
1'-5 1/2 "
EL 510.00
EL 508.96
BEAM LEDGE
EL 510.00
@ CRANK GEAR BASE
MID-LEVELEL 506.33
@ DRAIN
EL 504.00
LOWER LEVEL
EL 508.96
PANELS SUPPORT
EMBEDDED COVER
PANEL SUPPORT
EMBEDDED COVER
H1
SCALE: 1/4" = 1'-0"
PLAN - COVER PANEL FRAME, BEAM, AND COVER PANEL SUPPORT
A1
SCALE: 1/4" = 1'-0"
PLAN - COVER PANELS AND SOLE PLATE
A11
SCALE: 1/4" = 1'-0"
PLAN - NEW CONCRETE
0 4' 8'2' 0 4' 8'2'
0 4' 8'2'
/8
S-511-A1
LOWER LEVEL SHOULD SLOPE TO DRAIN AT EL 504.0.3.
AND SLOPE TOWARDS LOWER LEVEL.
MID-LEVEL FLOOR CONCRETE EL 506.33 SHOULD BE AT CRANK GEAR BASE 2.
= SLOPE DOWNWARD 1/8" PER 1'-0" IN DIRECTION OF ARROW.1.
GENERAL SHEET NOTES
5" 7'-1 3/4 " 9'-3 3/4 "9'-1"
S-501-A1
S-501-A1
SOLE PLATE
TO ATTACH
FRAME HOLES
FIELD DRILL
METAL
EMBEDDED
EDGE OF
/4
/4
/4
M E
T A
L
E M
B E
D D
D
D
G E
F
EL 510.00
TOP OF WALL
/2
KEYWAY
S-201
H1
S-201
A1
S-506
H9
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
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 L
A N
D W
A L L
P L
A N
S-102
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
/4
2'-0"
S T
A
.7
J
LC CRANK GEAR
C CRANK GEARL
2'-6"2'-3 1/2 " 23'-3 1/2 "
/4
10'-6"
/4
TO MAIN GALLERY
FILL WITH CONCRETE
SAWCUT
FULL DEPTH ῀
#6 @ 1'-0"
#6B @ 1'-0"
#6B @ 1'-0"
OPENING COVER PLATE
BEARING FOR STRUT ARM PIT
CONCRETE COVER AND TO PROVIDE
ADJUST REINFORCEMENT FOR PROPER
#6B @ 1'-0"
CLARITY TO SECTIONS
LINE SHOWN TO PROVIDE
VERTICAL CONCRETE REMOVAL
#4B - 135° ANCHORS @ 2'-0"
#6B - 180° ANCHORS @ 1'-0" (HOOK 1" CL WITH EXISTING CONCRETE)
B
T
IE
S
B
A
N C
H O
R S (N
E A
R F
A C
E
B
A
N C
H O
R S (F
A R F
A C
E
#6B @ 1'-0"
B
H
O O
K 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 (F
A R F
A C
B
T
IE
S
B
C H
O R
S
A1
SCALE: 1/2" = 1'-0"
PLAN - NEW CONCRETE AT EL 510.0 - PERIMETER WALLS
0 2' 4'1'
FLOW
S-505-J9
#6B
#6B
#6B
FILL ROOM WITH CONCRETE
S-517-H1
SHOWN.
TYPICAL VERTICAL CONCRETE SURFACE REPLACEMENT IS 9" THICK, OR AS 10.
OR AS SHOWN.
TYPICAL HORIZONTAL CONCRETE SURFACE REPLACEMENT WILL BE 6" THICK, 9.
NO CONCRETE SLABS WILL COVER THE NEW MITER GATE MACHINERY PITS.8.
CORNERS.
NEW MITER GATE MACHINERY PITS WILL NO LONGER HAVE CHAMFERED 7.
PLACE HORIZONTAL SLAB @ EL 504.0 FT.
CONCRETE, ASPHALT FELT WITHIN LIMITS OF EXPANSION MATERIAL, AND
● EXPANSION MATERIAL AT INTERFACE BETWEEN LOWER SLAB AND WALL
WALLS DOWN TO EL 503.5 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, AND ABANDONED PIT.
GENERAL PROPOSED SEQUENCE OF CONCRETE PLACEMENTS:6.
RECOMMENDATIONS. ANCHOR DEPTH WILL BE INTO EXISTING CONCRETE.
INTO MINIMUM 2'-0" DEEP HOLES PER MANUFACTURER'S
APPLIED. ANCHOR BARS WILL BE INSTALLED WITH HILTI HIT-RE 500 V3 EPOXY
THREADED BARS. SUPPLMENTAL REQUIREMENTS S3 AND S4 WILL BE
CRANK GEAR BASE WILL BE ANCHORED WITH ASTM F1554 GR 105 , 1 1/4"Ø 5.
EPOXY ADHESIVE.
ALL REINFORCING BAR ANCHORS WILL BE INSTALLED WITH APPROVED 4.
BOND BREAKER UNDERLAYMENT WILL BE #15 ASPHALT-SATURATED FELT.3.
WALLS.
THICK EXPANSION MATERIAL AROUND PERIMETER INTERSECTIONS WITH
HORIZONTAL CONCRETE UNDERLAID WITH BOND BREAKER WILL HAVE 1/2" 2.
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 1.
GENERAL SHEET NOTES
FULL DEPTH SAWCUT
S-303
A1
S-301
H1
S-301
A1
S-302
A1
S-302
H1
S-304
H1
S-304
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
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S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
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N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
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N T
Y
IL
D R
E S
D E
N I S
L A
N D L
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K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
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 L
A N
D W
A L L
P L
A N
S-103
C
K E
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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
S T
A
.7
LC CRANK GEAR
C CRANK GEARL
2'-7 1/2 "
/4
/2 P
R E
F O
R M
E D E
X P
A N
S
IO
N M
A T
E R
IA
L
/2
C O
V E
2'-0" TYP
#6B - 90° ANCHORS & #4B - 135° ANCHORS @ 1'-0"
B
A
N C
H O
R S
B
A
N C
H O
R S
#6B U-BARS @ 1'-0"
(L
E N
G T
H S V
A R
Y
#6B @ 1'-0" TYP
#6B @ 1'-0" TYP
#6B @ 1'-0"
#6B @ 1'-0" TYP
#4 @ 1'-0" (LENGTHS VARY)
REINFORCEMENT
S102 FOR WALL
SEE SHEET
#6 @ 1'-0" TYP
#6B - 90° ANCHORS & #4B - 135° ANCHORS @ 1'-0"
4"
FLOW
A1
SCALE: 1/2" = 1'-0"
PLAN - NEW CONCRETE AT EL 506.33 - MIDDLE LEVEL
0 2' 4'1'
JOINT
EXPANSION
EXPANSION JOINT
EXPANSION JOINT
EXPANSION JOINT
22'-11 1/2 "
22'-11 1/2 "
1/2" PREFORMED EXPANSION MATERIAL
S-517-A1
X
P A
N S
IO
N M
A T
E R
IA
/2 P
R E
F O
R M
E D
/2
E X
P A
N S
IO
N M
A T
E R
IA
/2 P
R E
F O
R M
E D
WILL VARY AROUND CRANK GEAR BASE)
(LENGTHS OF #4B - 135° ANCHORS
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
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N T
Y
IL
D R
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D E
N I S
L A
N D L
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K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
L L
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 L
A N
D W
A L L
P L
A N
S-104
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
A
.7
1/2" PREFORMED EXPANSION MATERIAL (EACH SIDE),
LIMITS OF BOND BREAKER UNDERLAYMENT
/2 P
R E
F O
R M
E D E
X P
A N
S
IO
N M
A T
E R
IA
L
E A
C H S
ID
E
L
IM
IT
S O
F B
O N
D B
R E
A K
E R U
N D
E R
L A
Y M
E N
T
#4 @ 1'-0"
REINFORCEMENT
FOR MID-LEVEL WALL
SEE SHEET S-103
9'-6 3/4 "
F1
SCALE: 1/2" = 1'-0"
PLAN - NEW CONCRETE AT EL 504.0 - LOWER LEVEL
0 2' 4'1'
2'-6"7'-8 3/4 "
(TYP 4 SIDES)
EXPANSION JOINT
R E
Q U
IR
E D
R E
IN
F O
R C
E M
E
S
L
NO SLAB REINFORCEMENT REQUIRED
S-303
H1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
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S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
U
S T
R E
A M L
A N
D W
A L L
E L E
V A
T
IO
N
S-201
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
MACHINERY
NEW
SUPPORT BRACKET
NEW MACHINERY
NEW COVER BEAMNEW PINION GEAR
NEW MACHINERY
NEW HANDRAILING
OPENING COVER PANEL
NEW STRUT ARM PIT
S T
A
.7
M J
H1
SCALE: 1/2"=1'-0"
ELEVATION - MITER GATE RECESS - LOCKSIDE - STRUT ARM PIT OPENING COVER PANEL INSTALLED
A1
SCALE: 1/2"=1'-0"
ELEVATION - MITER GATE RECESS - LOCKSIDE (COVER PANEL REMOVED)
0 2' 4'1'
0 2' 4'1'
EL 510.0
T.O.W.
EL 510.0
T.O.W.
S-520-A1
23'-7 1/2 " 2'-3 1/2 "
S-516-A1
OPENING EMBEDDED FRAME
NEW STRUT ARM PIT
C BEAM
L
NEW CRANK GEAR
S-502-A12
S-506-A1
S-506-A1
S-519-A1 S-516-A1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
S T
R E
A M L
A N
D W
A L L
S E
C T
IO
N
S-301
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: 1/2"=1'-0"
SECTION - NEW CONCRETE
H1
SCALE: 1/2"=1'-0"
SECTION - NEW CONCRETE
0 8'4' 16'
0 8'4' 16'
EL 510.00
TOP OF WALL
S T
A
.7
1'-5 1/2 "1'-2"
2'-7 1/2 " 2'-6"22'-11 1/2 "
1'-5 1/2 " 1'- 1/2 "
/2
/2
/2
#8 180° ANCHORS@ 1'-0"
1'-0"
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
T Y
P
2" TYP
T Y
P
EACH FACE
#6 AS SHOWN
& AS SHOWN
#6 @ 1'-0"
& AS SHOWN
#6 @ 1'-0" EACH FACE
(B O
N D B
R E
A K
E R
EL 505.83
EL 510.00
TOP OF EXISTING WALL
S T
A
.7
1'-5 1/2 "1'-2"
2'-7 1/2 " 2'-6"22'-11 1/2 "
1'-5 1/2 " 1'- 1/2 "
/2
/2
/2
#8 90° ANCHORS @ 1'-0"
"1
1'-0"
@ 1'-0"
#4 135° ANCHORS
T Y
P
2" TYP
T Y
P
EACH FACE
#6 AS SHOWN
& AS SHOWN
#6 @ 1'-0"
(B O
N D B
R E
A K
E R
EXPANSION MATERIAL
1/2" PREFORMED
#4 135° TIES @ 1'-0"
#4 135° TIES @ 1'-0"
9"
S-507-A1
S-506-A1
& AS SHOWN
#6 @ 1'-0" EACH FACE
#8 180° ANCHORS@ 1'-0"
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
EXPANSION MATERIAL
1/2" PREFORMED
EXPANSION MATERIAL
1/2" PREFORMED
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
#8 90° ANCHORS @ 1'-0"
GROUT PAD
#4 135° TIES @ 1'-0"
S-517-H1
#4 @ 1'-0" E.W.
EMBEDDED COVER PANEL SUPPORT
SLOPE CONCRETE TO TOP OF
GROUT PAD
#8 180° ANCHORS @ 1'-0"
#8 90° ANCHORS @ 1'-0"
#4 @ 1'-0" E.W.
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
#8 90° ANCHORS @ 1'-0"
EXPANSION MATERIAL
1/2" PREFORMED
#4 @ 1'-0" E.W.
BOND BREAKER
#6 90° ANCHORS @ 1'-0"
@ 1'-0"
#4 135° ANCHORS
EMBEDDED COVER PANEL SUPPORT
SLOPE CONCRETE TO TOP OF
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
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C /I
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IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
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D Y
C O
U N
T Y
IL
D R
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D E
N I
S L
A N
D L
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K A
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D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
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S T
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A M
L A
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W A
L L
S E
C T
IO
N
S-302
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
SECTION - NEW CONCRETE - CENTERLINE CRANK GEAR BASE
H1
SCALE: 1/2"=1'-0"
SECTION - NEW CONCRETE
0 8'4' 16'
0 8'4' 16'
EL 505.83
S T
A
.7
EL 510.00
TOP OF EXISTING WALL
EL 502.00
EL 503.50
5'-8"2'-7 1/2 " 3'-0"7'-9"
1'-5 1/2 "1'-5 1/2 "
/2
9'-6 1/2 "
/2
#8 180° ANCHORS @ 1'-0"
GROUT PAD
#8 90° ANCHORS @ 1'-0"
#4 135° TIES @ 2'-0"
1'-2"
2"
10'-0"
1'-6 1/2 "
1'-0"
#8 90° ANCHORS @ 1'-0"
#4 135° TIES @ 1'-0"
#8 180° ANCHORS @ 1'-0"
#6 @ 1'-0" & AS SHOWN(B
O
N D
B R
E A
K E
R
EDGE OF FINISHED KEYWAY
~6
#6 - 90° BENT
CONCRETE AROUND CRANK GEAR BASE
MINIMUM MONOLITHICALLY PLACED
P L
A C
E D
M O
N O
L
IT
IC
H
A L
Y
#4 135° TIES @ 1'-0"
#8 90° ANCHORS @ 1'-0"
#8 180° ANCHORS @ 1'-0"
#6 @ 1'-0" & AS SHOWN
#6 - 90° BENT
#6B
EL 505.83
EL 503.50
/2
(B O
N D
B R
E A
K E
R
1'-5 1/2 "
#8 180° ANCHORS @ 1'-0"
1'-2"
2"
S T
A
.7
#4 135° TIES @ 2'-0"
GROUT PAD
#8 90° ANCHORS @ 1'-0"
3'-0"
2'-7 1/2 "
S-507-A6
EL 503.50
S-505-J9
F
IL
L R
O O
M W
IT
H
C O
N C
R E
T E
S-507-A6
S-505-J9
FULL DEPTH SAWCUT
S-502-A12
@ 1'-0"
#4 135° ANCHORS
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
EACH FACE
AS SHOWN
#6 @ 1'-0"
(CENTERED)
#4 E.W. @ 1'-0"
EXPANSION MATERIAL
1/2" PREFORMED
(CENTERED)
#4 E.W. @ 1'-0" @ 1'-0"
#4 135° TIES
#6B
AS SHOWN E.F.
#6 @ 1'-0" &
STRIP WATERSTOP TYP
1" x 1/2" HYDOPHILIC
CONCRETE
MASS FILL
EXPANSION MATERIAL
1/2" PREFORMED
EXPANSION MATERIAL
1/2" PREFORMED
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
SHOWN E.F.
#6 @ 1'-0" & AS
(CENTERED)
#4 E.W. @ 1'-0"
@ 1'-0"
#4 135° ANCHORS
BOND BREAKER
FELT UNDERLAYMENT
#15 SATURATED ASPHALT
EXPANSION MATERIAL
1/2" PREFORMED
(CENTERED)
#4 E.W. @ 1'-0"
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
EACH FACE
AS SHOWN
#6 @ 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
N T
R A
C T
/T .O
N
O
P R
O J E
C T
C O
D E
M A
T O
C /I
D
IQ
C O
N T
R A
C T
N O
A N
S I
D
S O
L
IC
IT
A
T
IO
N
L O
C K
R E
H A
B
IL
IT
A
T
IO
N
G R
U N
D Y
C O
U N
T Y
IL
D R
E S
D E
N I
S L
A N
D L
O C
K A
N D
D A
M
IL
L
IN
O
IS
R
IV
E
R B
A S
IN
/0
/2
R O
C K
I S
L A
N D
IL
L
IN
C K
I S
L A
N D
D
IS
T R
C A
M P
B E
S T
R E
A M
L A
N D
W A
L L
S E
C T
IO
N
S-303
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
SECTION - NEW CONCRETE
0 8'4' 16'
EL 510.00
TOP OF EXISTING WALL
S T
A
.7
EL 502.00
10'-0" 3'-0"
1'-6 1/2 "
22'-11 1/2 "
1'-5 1/2 "
2'-7 1/2 "
1'-5 1/2 " 1'-2"
T
Y P
T
Y P
#8 90° HOOKS @ 1'-0"
#8 180° HOOKS @ 1'-0"
#4 135° TIES @ 1'-0"
EACH FACE
#6 AS SHOWN
@ 1'-0"
#4 135° TIES
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
#8 90° HOOKS @ 1'-0"
#8 180° HOOKS @ 1'-0"
EACH FACE
& AS SHOWN
#6 @ 1'-0"
/2
2"
UNDERLAYMNENT
ASPHALT FELT
#15 SATURATED
EXPANSION MATERIAL
1/2" PREFORMED
EXPANSION MATERIAL
1/2" PREFORMED
8'-6"
H1
SCALE: 1"=1'-0"
SECTION - PINION GEAR BASE REINFORCEMENT
H11
SCALE: 1/2"=1'-0"
PLAN - PINION GEAR BASE REINFORCEMENT
1/2" EXPANSION MATERIAL
GEAR BASE ANCHOR INSTALLATION
SEE M-302 SHEET FOR PINION
(4 SIDES)
1/2" EXPANSION MATERIAL
M
IN
/2
2'-0" IN
S
TA
LL W
/ E
P O
X Y
3'-8"
#6B TYP
#6B TYP
0 2' 4'1'
5 1/2 " TYP 1'-4 1/2 " TYP
H11
45°
0 1' 2'6"
FULL DEPTH SAWCUT
S-507-A16
EMBEDDED COVER PANEL SUPPORT
SLOPE CONCRETE TO TOP OF
MASS CONCRETE FILL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
S T
R E
A M L
A N
D W
A L L
S E
C T
IO
N
S-304
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
SECTION - NEW CONCRETE - CENTERLINE CRANK GEAR BASE
H1
SCALE: 1/2"=1'-0"
SECTION - NEW CONCRETE
0 8'4' 16'
0 8'4' 16'
EL 510.00
TOP OF EXISTING WALL
EL 503.50
EL 510.00
TOP OF EXISTING WALL
EL 506.34
5'-10"10'-1"5'-2 1/2 "
9" 9" 9"
9"
@ 2'-0"
#4 - 135° TIES
#4 @ 1'-0" E.W.
1'-0"
1'-0"#6 90° ANCHOR @ 1'-0"
#4 @ 1'-0" E.W. #4 @ 1'-0" E.W. TYP
#6 180° ANCHORS (ROTATE HOOK TOWARDS EXISTING CONCRETE)
1/2" EXPANSION MATERIAL
BOND BREAKER FABRIC
BOND BREAKER FABRIC
BOND BREAKER FABRIC
#6 90° ANCHOR @ 1'-0"
#4 @ 1'-0" E.W.
1'-0"
#6 180° ANCHORS (ROTATE HOOK TOWARD EXISTING CONCRETE) @ 1'-0"
S-519-A1
S-507-A12
1'-0"
S-507-A1 S-507-A6 S-507-A16
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
FABRIC
BOND BREAKER
@ 1'-0"
#4 135° ANCHORS
@ 1'-0"
#4 135° ANCHORS
STRIP WATERSTOP TYP
1" x 1/2" HYDROPHILIC
@ 2'-0"
#4 - 135° TIES
TYP OF 4 EDGES
1/2" EXPANSION MATERIAL
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
Y O
U T C
O V
E R B
E A
M A
N D F
R A
M E
D E
T A
IL
S
S-501
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: 3/4"=1'-0"
DETAIL - COVER FRAME AND BEAM ASSEMBLY
2'0 1' 4'
S-506-A1
S-507-A1
S-507-A6
S-505-J9
S-508-A1
S-508-A1
S-508-A1
S-506-A9
S-506-A9
S-507-A16
FL
OW
13'-4 1/2"
4'-1/2"
COVER FRAM
E
C B
EAM
W
EB
S-507-A6
S-506-A14
S-502-A12
C F
RAM
E
SUPP
ORT
W
EB
L
C F
RAM
E
SUPP
ORT
W
EB
L
5'-0"
4'-3 3/4"
4'-3/4"
COVER TOP SURFACE OF EACH BEARING PLATE WITH MATCHED BOLT HOLES.
PROVIDE 1/16" THICK NYLON 6/6 BEARING PADS PER SPECIFICATIONS TO 4.
ALL HARDWARE SHOWN IS HOT-DIPPED GALVANIZED.3.
LADDER IS GALVANIZED.2.
HARDWARE, FULLY EMBEDDED STEELS, LADDER, AND NYLON BEARING PADS.
PAINT ALL SHOWN PER SPECIFICATIONS (SYSTEM 23-E-Z) EXCEPT 1.
GENERAL SHEET NOTES
9'- 3/ 4"
9'- 1"
7'- 3/ 4"
S-506-A14
S-505-M1
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
C H
IN
E R
Y S
U P
P O
R T B
R A
C K
E T A
S S
E M
B L Y
D E
T A
IL
S
S-502
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
3'-3"
/2
2"
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
S-503-A7
TYP
EDGE TREATMENT/BEVEL
FABRICATOR TO CHOOSE
CJP
S-503-L1 S-503-L1
A1
SCALE: 1 1/2"=1'-0"
ASSEMBLY - MACHINERY SUPPORT BRACKETS
1' 2'0 6" A12
SCALE: 1 1/2"=1'-0"
ISOMETRIC - MACHINERY SUPPORT BRACKETS
1' 2'0 6"
INSTALLATION POSITION
WALL IN FINAL
TIGHT AGAINST CONCRETE
BEARING PADS MUST FIT
TO OBTAIN TIGHT FIT OF BEARING PADS AGAINST CONCRETE WALL.
NYLON 6/6 SHIM PLATES MAY BE REQUIRED, AND SUPPLIED BY CONTRACTOR 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 23-E-Z PAINT SYSTEM AFTER FABRICATION. 5.
FILLETS BY CODE.
TOLERANCES. 50% UT ALL CJP WELDS. PROVIDE MINIMUM REINFORCING
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
OF WEB
CJP, TYP
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
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
S-503
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
S-503-A1 - TOP
S-503-A12 - BACK
A12
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-A7 - BASE
A7 1' 2'0 6"
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-E1 - VERTICAL FLANGE
E1
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-L6 - HORIZONTAL FLANGE
L6
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-K16 - DIAGONAL FLANGE
K16
1'-0"
/4
/2
1 1/2 " 5 1/4 "
PL 3/4" PL 3/4" PL 3/4"
PL 3/4"
4'-11"
10"
/4
3/4 "
45°
3/4 "10"
/4
/2
10"
3'-3"
/2
/2
3"5 SPA @ 6 1/2" = 2'-8 1/2 "
SCALE: 1 1/2"=1'-0"
S-503-E6 - WEB
E6 1' 2'0 6"
8 1/2 "
/4
/4
/2
4'-11"
PL 3/4"
3'-6"
/4
/2
8 1/2 "
45°
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-E16 - BEARING PAD
E16
SCALE: 1 1/2"=1'-0" 1' 2'0 6"
S-503-L1 - ANCHORAGE ASSEMBLIES
L1
10"
2" 6"
2 1/2 " 3/4 "
1'-5 1/2 "
1'-0" MIN EMBED IN EXISTING CONCRETE
Ø1 1/4"
1/ 4" (F
IE
LD
REAM
T O F
IT
10 1/4 "7 1/4 "
/1
TOP
ASTM A709 GR50DIAGONAL FLANGE PLATE81S-503-K16
ASTM A709 GR50HORIZONTAL FLANGE PLATE81S-503-L6
GALVANIZED)
WASHERS (ALL HOT DIPPED
GR 2H NUTS AND ASTM F436
ASTM F1554 GR 105 AND ASTM A194
ANCHORAGE ASSEMBLIES162S-503-L1
SEE KEYNOTESBEARING PAD162S-503-E16
ASTM A709 GR50WEB 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
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
BEARING MATERIAL
OR EQUAL NON-METALLIC
1/2" NYLON 6/6 SHEET
AND WASHERS
ASTM F3125 A325 BOLTS, NUTS
FOR 1/4"Ø COUNTERSUNK
5/16"Ø COUNTERSUNK HOLES
SHEET KEYNOTES
REQUIRED TO OBTAIN TIGHT FIT AGAINST CONCRETE WALL.
ADDITIONAL SHIM PLATES OF EQUAL SIZE AND STRENGTH NYLON 6/6 MAY BE 3.
HOLE PATTERN SHALL MATCH THAT OF BEARING PADS S-503-E16.2.
MINIMUM COMPRESSIVE STRENGTH PER ASTM D695 SHALL BE 12,500 PSI.1.
2" TY
P
R
11/16 "
TYP
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T E
D B
Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S O
L
IC
IT
A T
IO
N N
O
IS
S
U E D
A T
E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
R A
C T /T .O
N O
P R
O J E
C T C
O D
E
M A
T O
C /I
D
IQ
C
O N
T R
A C
T N
O
A N
S I
D
S O
L
IC
IT
A T
IO
N
L O
C K R
E H
A B
IL
IT
A T
IO
N
G R
U N
D Y C
O U
N T
Y
IL
D R
E S
D E
N I S
L A
N D L
O C
K A
N D D
A M
IL
L
IN
O
IS
R
IV
E R B
A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
IN
O
IS
C K I S
L A
N D D
IS
T R
C A
M P
B E
C H
O R
E D B
E A
R
IN
G S
D E
T A
IL
S
S-505
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
ASSEMBLY - S-505-A1
S-505-A9 - ANCHOR PLATE
A9
SCALE: 3"=1'-0"
S-505-A14 - BEARING PLATE
A14
2'-2 1/4 "
1'-9 1/8 " 5 3/16 "
R
1'-5"
/1
/1
4 1/4 "7 7/8 "
1 5/16 "
7"5"
/2
5"
5"
1" PL
6"0 3" 1' 6"0 3" 1' 6"0 3" 1'
6"0 3" 1'J1
SCALE: 3"=1'-0"
S-505-J1 - DEEP ANCHOR ROD ASSEMBLY
5'-0" (MINIMUM)1"
5'-6"
1"
1 1/4"Ø NUT TYP
1 1/4"Ø FLAT WASHERS TYP
TOP
SIDE
R
J9
SCALE: 1 1/2"=1'-0"
ANCHOR BEARING ASSEMBLY - ISOMETRIC
1' 2'0 6"
LOWER ANCHOR PLATE NOT SHOWN
ANCHOR ROD ASSEMBLIES AND
5'-0"
S-505-A14
S-505-A9
S-505-J1
S-505-A9
1 3/8 "
IF REQUIRED
REAM TO FIT IN FIELD
SNUG FIT DESIRED,
1 1/4"Ø
DIPPED GALVANIZED)
NUTS AND ASTM F436 WASHERS (ALL HOT
ASTM F1554 GR105 AND ASTM A194 GR 2H
ANCHORED BEARING ANCHOR ASSEMBLY324S-505-M1
DIPPED GALVANIZED)
NUTS AND ASTM F436 WASHERS (ALL HOT
ASTM F1554 GR105 AND ASTM A194 GR 2H
DEEP ANCHOR ROD ASSEMBLY324S-505-J1
ASTM A709 GR50BEARING PLATE81S-505-A14
ASTM A709 GR50ANCHOR PLATE162S-505-A9
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
MATERIAL SCHEDULE
1'-0" MINIMUM EMBEDMENT
1 3/8" Ø
M-505-M1 - ANCHORED BEARING ANCHOR ASSEMBLY
M1
1"
SIDE
TOP
B
C
D
E
F
G
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S-506-A1 - BEAM
A1 0 2' 4'1' SCALE: 1 1/2"=1'-0"
S-506-A9 - STANDARD BEARING PLATE
1" PL
1'-4 3/8 "
1'- 1/8 "
/1
/1
SCALE: 3"=1'-0"
S-506-A14 - STANDARD ANCHOR ROD ASSEMBLY
A14
1 5/16 "
/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"
11 5/16 "
0 2' 4'1'
1'-8"
1 1/4"Ø THREADED ROD
1'-4"2"2"
G9
SCALE: 3"=1'-0"
ASSEMBLY - COVER BEAM
0 8'4' 16'
PL 1/2"x1"1
3/4 "
E D
G E O
F C
O N
C R
E T
E
HOT DIPPED GALVANIZED)
A194 GR 2H NUT AND ASTM F436 WASHER (ALL
ASTM F1554 GR 105 THREADED ROD AND ASTM
ANCHOR ROD ASSEMBLY6416S-506-A14
ASTM A709 GR 50BEARING PLATE328S-506-A9
ASTM A572 GR 50BEAM41S-506-A1
MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.
MATERIAL SCHEDULE
TOP ELEVATION
BOTTOM
5"
1/2 "
11 5/16 "
1'-0" MIN EMBEDMENT
ELEVATION
/8
/8
/8
/8
/8
/8
/8
/8
/8
/8
S-506
G9
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SHEET ID
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IN
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C T /T .O
N O
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