A22 - PLAN_SET_AMND-2022-04-29-AMND_0001_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 package includes plans and specifications for the rehabilitation of the miter gate machinery at Dresden Island Lock and Dam located on the Illinois River in Grundy County, Illinois. The solicitation is for a firm fixed price contract issued by the U.S. Army Corps of Engineers, Rock Island District, to remove existing miter gate machinery in four pits and install new government furnished equipment including miter gates, machinery assemblies, electrical systems and other components. The work also involves concrete demolition and replacement, machinery alignment, testing and other tasks in accordance with the detailed drawings and specifications provided.
Key equipment and services required include dismantling and removing existing crank gears, pinion gears, rollers and associated bases and anchors. New machinery will be installed including motors, gear reducers, couplings and pedestals along with concrete anchoring systems. Electrical system replacements and lock chamber dewatering are also part of the base requirements, with options for fairlead and checkpost rehabilitation. Material, fabrication and installation standards are specified along with inspection, documentation and warranty periods.
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GENERAL SHEET NOTES
A1
SCALE: 3/4"=1'-0"
SECTION - UPSTREAM LANDWALL MITER GATE MACHINERY DEMOLITION
SPECIFICATIONS SECTION 01 14 00.
PINION SHAFT SUCH THAT COMPONENTS REMAIN FUNCTIONAL. SEE
CONTRACTOR SHALL REMOVE CRANK GEAR, CENTER PIN, PINION GEAR AND 4.
SEE SD-101 FOR CONCRETE AND STEEL DEMOLITION.3.
DEMOLITION WORK.
GATES. SEE SHEET V-120 FOR SURVEY REQUIREMENTS PRIOR TO ANY
ACCURATE INSTALLATION OF NEW MACHINERY AND OPERATION OF THE MITER
THE LOCATION OF THE EXISTING GEAR CENTERLINES ARE CRITICAL TO 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
SD302 FOR ANCHOR DEMOLITION
REMOVE EXISTING CRANK GEAR, CRANK GEAR BASE AND CENTER PIN. SEE 4.
ENTIRETY.
DEMOLISH EXISTING GEAR ROLLERS, BASES AND ANCHOR BOLTS IN THEIR 3.
ENTIRETY, SEE SD301 FOR RELATED CONCRETE DEMOLITION.
PINON SHAFT AND SUPPORT BASE ASSEMBLY. DEMOLISH ANCHORS IN THEIR
DISCONNECT LOW SPEED COUPLING AND REMOVE EXISTING PINION GEAR, 2.
SECTION 01 14 00.
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.
ON LOCK WALL
EXISTING MACHINERY
TOW EL 510.0
EL 506.34
STRUT ARM
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GENERAL SHEET NOTES
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.
QUANTITY 16. ANCHOR LENGTH 4'-7" NOMINAL.
1-1/4" DIA THREADED EPOXY GROUTED ANCHOR, ASTM F1554 GR 55 - 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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SWITCH ENCLOSURE
ROTARY CAM LIMIT
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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
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2' -0
1'-2 1/8 "
22.5°
/8
/1
/1
/8
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/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"
1' 2'0 6"
M-522-A7 - CRANK GEAR PIN CAP
A7
1' 2'0 6"
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.
FABRICATOR TO SHOP FIT.
TAPERED 5/8" IN 12" FOR FIT WITH M-522-G10. NOMINAL DIMENSIONS SHOWN, 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
↓ 3"
1-1/2" UNC
DRILL AND TAP
Ø 8-1/2" B.C.
M-522-X2
1-8 UNC FOR
DRILL AND TAP
/1
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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
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S
/2
3" TYP
1 5/8 " TYP 1'-8 3/4 "
/8 T
Y P
/4
A17
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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 1-3/8" 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 STRONG 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
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A S
IN
/0
/2
R O
C K I S
L A
N D
IL
L
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M-532
D
D
IL
L O
N
A
C A
M P
B E
L L
A P
R
N D
U
P D
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IM
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MGMACH
W E
K
R
M-532-A1
SCALE: 3"=1'-0"
M-532-A7
A7
M-532-A13
A13
/8
90°
/8
90°
22.5°
M-532-G1
M-532-A7
M-532-A13
M-532-G1
7/
22.5°
2 AXIAL GROOVES @ 180°
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.
Ø 1'-2 7/8" B.C.
THRU
Ø1-5/16"
2X
THRU
Ø1-5/16"
2X Ø 1'-2 7/8" B.C.
R 3/16"
R
1/16" TY
P
125 FAO 125 FAO
5"
/1
R
/4
7 7/8 "
7 7/8 "
/1
/8
7 7 /8
/8
R
/2
/8
/8
/8
7 3/16 "
1'-2 7/16 "
1/ 8 "
R
/1
/2
1/ 8 "
R
/8
/8
R
/8
/8
/8
1'-2 7/16 "
7 3/16 "
G7
1 1
B
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D
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F
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IV
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IN
/0
/2
R O
C K
I S
L A
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IL
L
IN
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C K
I S
L A
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S-505
C
K E
Y S
C C
L E
M E
N T
S
A P
R
N D
P A
R T
S -5
-A
S -5
-A
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D
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MGMACH
W
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ASSEMBLY - S-505-A1
S-505-A9 - ANCHOR PLATE
A9
SCALE: 3"=1'-0"
S-505-A14 - BEARING PLATE
A14
2'-2 1/4 "
/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 3/4" 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 3/4 "
5'-6"
1 3/4 "
1 1/4"Ø NUT TYP
1 1/4"Ø FLAT WASHERS TYP
TOP
SIDE
/4
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,
CJP
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
6"0 3" 1'
1"
SIDE
TOP
B5IWLD04202101-CAD_SHEET-2020-04-15-MGMACH-MD301
File details come from the government source that posted it. Updated .