A02 - Attachment 1 - Wicket Horse Box_Quoin Block_and_Quoin Stay Blueprints.pdf

PDF 355 KB Posted

Attached to
Castings HORSE BOXES, QUOIN BLOCKS, QUOIN STAYS
Solicitation number
W912EK24Q0026
Issued by

About this file

This document consists of engineering drawings and specifications for steel castings (horse boxes, quoin blocks, and quion stays) required for the U.S. Army Corps of Engineers' Illinois Waterway Project. The drawings provide detailed dimensions and fabrication requirements for 40 horse boxes, 80 quoin blocks, and 80 quoin stays. The related federal contract opportunity, Solicitation Number W912EK24Q0026, seeks a contractor to manufacture and deliver these components to replace end-of-life wicket dam components at the Peoria and LaGrange Lock and Dams. The contract specifies that the steel must meet ASTM A148 Grade 80-50 requirements. The government will not reimburse costs for demonstrating compliance, and the awardee must be registered in the System for Award Management (SAM). No set-aside or pricing information is provided in the materials.

View the file

Other files

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

R O

C K

I S

L A

N D

IL

L

IN

IS

R O

C K

I S

L A

N D

D

IS

T R

IC

T

B

J O

N E

S

R .E

C

A N

T U

C G

O C

H E

K

B U

IS

A N

S I

D

/0

/2

W

IC

K E

T H

O R

S E

B O

X

D E

T A

IL

S-501

V

IE

B

IW

P

R O

J

A1

SCALE: 6"=1'-0"

DETAIL - PLAN VIEW

A11

SCALE: 6"=1'-0"

DETAIL - ISOMETRIC VIEW

H1

SCALE: 6"=1'-0"

DETAIL - SIDE VIEW

H11

SCALE: 6"=1'-0"

DETAIL - FRONT VIEW

4"5"4"

1" 11" 1"

1'-1"

/4

R

1"

/2

/4

R

/8

1/4 "

R

4 3/8 "4 3/8 "

8 3/4 "

/2

4 1/8 "

3"3"

1 3/8 " 7/8 "2 1/8 "2 1/8 " 7/8 "1 3/8 "

/2

/4

/8

/8

/2

/2

/8

/4

4 1/8 "

4 1/4 "

1 3/8 "

1/8 "

R

/8

R

1/2

R

1/2

R

/8

R

/8

R

1 5/8 " 1/

Ø

/2

/2

/2

/2

/2

/2

1"

1 1/4 "

1 1/4 "

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

C O

N T

R A

C T

/T .O

N

O

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

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

W

IC

K E

T G

A T

E H

A R

D W

A R

E

P E

O R

IA

A

N D

L A

G R

A N

G E

L O

C K

S

IL

L

IN

O

IS

W

A T

E R

W A

Y

B

IW

L

D

\B

IW

L D

\B

IW

P

R O

J

-C

A D

S

H E

E T

-2

-0

-2

-S -5

.d g n

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:5

/2 /2

3"0 6"1-1/2"3"0 6"1-1/2"

3"0 6"1-1/2" 3"0 6"1-1/2"

DIMENSIONS. ALL OTHERS SHALL BE ±1/16".

SURFACES WITH AN INDICATED FINISH ARE TO BE WITHIN ±1/32" OF SHOWN 6.

SURFACES TO BE 500 MIN, UNLESS OTHERWISE SPECIFIED.5.

CAST EDGE RADII TO BE 1/32, UNLESS OTHERWISE SPECIFIED.4.

CAST FILLET RADII TO BE 1/4, UNLESS OTHERWISE SPECIFIED.3.

STEEL SPECIFICATION: CAST STEEL, ASTM A148, GRADE 80-502.

QUANTITY: 40 EA1.

GENERAL SHEET NOTES

125125

H1

H11

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

B

J O

N E

S

R .E

C

A N

T U

C G

O C

B U

IS

A N

S I

D

/0

K E

T Q

U O

IN

B

L O

C K

D E

T A

IL

S

S-502

V

IW

P

R O

J

SCALE: FULL

DETAIL - PLAN VIEW

A11

SCALE: FULL

DETAIL - ISOMETRIC VIEW

H1

SCALE: FULL

DETAIL - SIDE VIEW

H11

SCALE: FULL

DETAIL - FRONT VIEW

1/2 " 1/2 "

/4

/8

/4

/4

1 1/2 "

2 1/16 "

R

/8

/2

/8

/1

/4

3/8 " 4"

/8

4 3/8 "

/1

/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

C O

N T

R A

C T

/T .O

N

O

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

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

W

IC

K E

T G

A T

E H

A R

D W

A R

E

P E

O R

IA

A

N D

L A

G R

A N

G E

L O

C K

S

IL

L

IN

O

IS

W

A T

E R

W A

Y

B

IW

L

D

\B

IW

L D

\B

IW

P

R O

J

-C

A D

S

H E

E T

-2

-0

-2

-S -5

.d g n

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:3

:0

/2 /2

DIMENSIONS. ALL OTHERS SHALL BE ±1/16".

SURFACES WITH AN INDICATED FINISH ARE TO BE WITHIN ±1/32" OF SHOWN 6.

SURFACES TO BE 500 MIN, UNLESS OTHERWISE SPECIFIED.5.

CAST EDGE RADII TO BE 1/32, UNLESS OTHERWISE SPECIFIED.4.

CAST FILLET RADII TO BE 1/4, UNLESS OTHERWISE SPECIFIED.3.

STEEL SPECIFICATION: CAST STEEL, ASTM A148, GRADE 80-502.

QUANTITY: 80 EA1.

GENERAL SHEET NOTES

0 1" 2"1/2"0 1" 2"1/2"

0 1" 2"1/2" 0 1" 2"1/2"

C K

I S

L A

N D

IL

L

IN

R O

C K

I S

L A

N D

D

IS

T R

IC

T

B

J O

N E

S

R .E

C

A N

T U

C G

O C

B U

IS

A N

S I

D

/0

K E

T Q

U O

IN

S

T A

Y

D E

T A

IL

S

S-503

V

IW

P

R O

J

SCALE: FULL

DETAIL - PLAN VIEW

A11

SCALE: FULL

DETAIL - ISOMETRIC VIEW

H1

SCALE: FULL

DETAIL - FRONT VIEW

H11

SCALE: FULL

DETAIL - SIDE VIEW

5 3/4 "

/2

/8

/2

2 5/8 " 2 5/8 "

1/2 "

/2

/2

1/4 "

R

1/32"

R

1/2 "4 3/4 " 1/2 "

/4

/8

/8

3 7/8 "

1 15/16 "1 15/16 "

1/

R

/4

R

/4

R

1/4 "

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

C O

N T

R A

C T

/T .O

N

O

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

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

W

IC

K E

T G

A T

E H

A R

D W

A R

E

P E

O R

IA

A

N D

L A

G R

A N

G E

L O

C K

S

IL

L

IN

O

IS

W

A T

E R

W A

Y

B

IW

L

D

\B

IW

L D

\B

IW

P

R O

J

-C

A D

S

H E

E T

-2

-0

-2

-S -5

.d g n

D S

A

E C

S c re e n

F u ll

S iz e .d s c ri p t

P D

A

E C p d f.

p lt c fg

:2

:5

/2 /2

DIMENSIONS. ALL OTHERS SHALL BE ±1/16".

SURFACES WITH AN INDICATED FINISH ARE TO BE WITHIN ±1/32" OF SHOWN 6.

SURFACES TO BE 500 MIN, UNLESS OTHERWISE SPECIFIED.5.

CAST EDGE RADII TO BE 1/32, UNLESS OTHERWISE SPECIFIED.4.

CAST FILLET RADII TO BE 1/4, UNLESS OTHERWISE SPECIFIED.3.

STEEL SPECIFICATION: CAST STEEL, ASTM A148, GRADE 80-502.

QUANTITY: 80 EA1.

GENERAL SHEET NOTES

0 1" 2"1/2"0 1" 2"1/2"

0 1" 2"1/2" 0 1" 2"1/2"

T Y P

B5IWPROJ202103-CAD_SHEET-2024-02-20-S-501
B5IWPROJ202103-CAD_SHEET-2024-02-20-S-502
B5IWPROJ202103-CAD_SHEET-2024-02-20-S-503

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