W912EK22R0032-0002_PLAN_SET.pdf

PDF 211 KB Posted

Attached to
Illinois River Basin, Illinois Waterway Miter Gate Gearbox Supply
Solicitation number
W912EK21R0032
Issued by

About this file

This document package includes plans and specifications for new miter gate machinery sole plates to be installed at multiple locks and dams along the Illinois Waterway, as well as the related solicitation for the supply of miter gate gearboxes and components. The sole plates will be fabricated from ASTM A572 Grade 50 steel and include four swivel hoist rings per plate for lifting and installation. Dimensions and hole patterns are provided to interface the new machinery with existing structural supports. The solicitation seeks the supply of gearboxes, brakes, motors, and couplings to replace miter gate machinery under a potential award valued between $5-10 million. Responses are due from qualified manufacturers and suppliers by the issuing Rock Island District Corps of Engineers office.

View the file

Other files

File Type Posted
W912EK22R0032-0002.pdf PDF
A22 - W912EK22R0032-0001_PLAN_SET.pdf PDF
W912EK21R0032-0001.pdf PDF
W912EK21R0032.pdf PDF
W912EK21R0032 - PLAN_SET.pdf PDF
W912EK21R0032 - Existing_Mach_Photos.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

A N

S I

D

S O

L

IC

IT

A

T

IO

N

M

IT

E R

G A

T E

M A

C H

IN

E

R Y

R E

P L

A C

E M

E

T

S

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I

S L

A N

D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

/1

/0

R O

C K

I S

L A

N D

IL

L

IN

O

IS

R

C K

I S

L A

N D

D

IS

T R

IC

B .J

O N

E

L E

P L

A T

E

D E

T A

IL

S

M-501

M .B

R O

W N

A .U

N E

R T

L

N O

V

A M

D

N O

T E

S

D

IM

E N

S

IO

N S

U P

D A

T E

D

B

IW

P

R O

J

C .D

E L

O

G

W

E K

R

7'-1"

/1

1 5/16" DIA. HOLES

1 5/16" DIA. HOLES

/1

1'-2"

1" TYP

"SR" FOR STARVED ROCK

"BR" FOR BRANDON ROAD

"MAR" FOR MARSEILLES

"L" FOR LEFT

"R" FOR RIGHT

DISTANCE, TYP

W/ 1 1/2" EDGE

1/2" Ø A307 BOLTS

9/16" Ø HOLE FOR

1/4" WELD BEAD, TYP

1/2 " SPACE

1/4 PL

/4

R

1 1/2" PL

1 1/2" PL

1"

9"

9"

/1

1"

/1

/1

1'-6"

/4

T

Y P

1"

9/16" Ø, TYP

6 3/4 "

R

1'-2"

12 GAGE STEEL

L2x2x3/16"

/1

/1

/8

/1

/1

/1

/1

/1

/1

/1

/1

/1

/1

/1

/8

6"2'-10"10"10"3"

7'-1"

6"2'-10"10"10"3"

/1

/1

/1

/1

/1

/1

1'-11 11/16 "

1'-11 11/16 "

/8

/8

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

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

®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

THE OUTPUT SHAFT CENTERED OVER THE HOLE IN THE SOLE PLATE.

THE GEARBOX FOOTPRINT MUST BE LOCATED WITHIN THESE DIMENSIONS, AND 8.

AND MODIFY AS REQUIRED FOR PROPER FIT.

COUPLING GUARD DIMENSIONS SHOWN ARE NOMINAL. CONTRACTOR TO VERIFY 7.

DELETED6.

ANNOTATED WITH AN *.

PATTERN MUST AVOID THE SUPPORT BEAMS BY THE LIMITS OF THE DIMENSIONS

HOLES CANNOT BE RELOCATED. AS SUCH, THE NEW MACHINERY BOLTING

PLATE (AND MACHINERY) TO STRUCTURAL STEEL SUPPORT MEMBERS. THESE

THE INTENT OF THE 1 5/16" DIA. HOLES IN THE SOLE PLATE IS TO SECURE THE 5.

WITH MACHINERY.

THE SOLE PLATE WILL BE PAINTED PER SPECIFICATIONS PRIOR TO ASSEMBLY 4.

THE SOLE PLATE WILL BE ASTM A572, GRADE 50, STEEL.3.

GOVERNMENT.

LIFTED WITH THE HOIST RINGS. HOIST RINGS SHALL BECOME PROPERTY OF THE

SOLE PLATE. THE SOLE PLATE MACHINERY ASSEMBLY SHALL HANG LEVEL WHEN

THE SOLE PLATE WITH TAPPED HOLES, WITH NO NUTS ON THE BOTTOM OF THE

OF THE MITER GATE MACHINERY ASSEMBLY. THE HOIST RINGS SHALL FASTEN TO

INSTALLING FOUR SWIVEL HOIST RINGS IN EACH SOLE PLATE FOR THE LIFTING

THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, SUPPLYING, AND 2.

RIGHT AND LEFT ARE DESIGNATED AS LOOKING DOWNSTREAM. 1.

GENERAL SHEET NOTES

A1

SOLE PLATE - UPSTREAM/DOWNSTREAM LEFT

SCALE: 1/2" = 1'-0"

A9

SOLE PLATE - UPSTREAM/DOWNSTREAM RIGHT

SCALE: 1/2" = 1'-0" 0 2' 4'1'0 2' 4'1'

J1

SOLE PLATE DESIGNATION PLATE

SCALE: 3"=1-0"

T Y

P

TYP

TYP

6"0 3" 1'

M-501-J1

J9

HIGH SPEED COUPLING GUARD

SCALE: 1 1/2"=1-0"

M-501-J1

1/8

1' 2'0 6"

NOTE 8

NOTE 8

N O

T E

N O

T E

File details come from the government source that posted it. Updated .