0301_S-500.pdf

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Attached to
Illinois River Basin, Brandon Road L&D, Joliet, IL, Concrete Wall Repair
Solicitation number
W912EK-16-B-0005
Issued by

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Amendment 0001 Drawings

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Text version

ID

Sheet

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

6"

8" 8"

2"

2"

"2

°AT8

ANCHOR BAR

X 1'-0"

"8 32" X

1'-3" R

ANCHOR BAR

X 1'-0"

"8 32" X

STEM BAR

" X 4"4

RUBBING BAR

"4 3" X 74

DEVELOPED

FACE OF WALL

SECTION - ALTERNATESECTION

8"

8"

2"

2"

"8

3"R

X 8" STUD

" DIA4

AS REQUIRED

CHAMFER ARMOR

ANCHOR BAR

TYP. 2" WIDE

MAX.

TYP. ALL ARMOR

1/2 " MONO. JOINT

ELEVATION

PLAN

ELEVATION

9"9"

MAX.

MAX.

CONTRACT

INSTALLED UNDER THIS

TYPICAL FOR ALL ARMOR

ARMOR CONNECTIONS ARE

NOTE:

WALL ARMOR

NEW HORIZONTAL

CORNER ARMOR

NEW HORIZONTAL

WALL ARMOR

NEW HORIZONTAL

CORNER ARMOR

NEW HORIZONTAL

"2

0 3" 6" 9" 12"SCALE : 3"=1'-0"

GENERAL NOTES

0 3" 6" 9" 12"SCALE : 3"=1'-0"

B4

A4

A1

ARMOR SECTIONS

AT ENDS OF

START WELD

1 6@9

6@9

A N

S I

D

D G

N S

P E

C

S

Y T

IM

E a u to u s e rn a m e

D

A T

E

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/0

/0

S -5

.d g n

J E

T

A S S

H O

W N

G L

W

S-500

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

C

N C

R E

T E W

A L L R

E P

A

IR

A4

SECTION

B4

SECTION

J

IN

T

M O

N O

L

IT

H

EL. 543.0

TOP OF WALL

ANCHOR BAR

2" WIDE

C/L

FACE OF WALL

C/L

CORNER ARMOR

S-500-D1

WALL ARMOR

S-500-B1

0 3" 6" 9" 12"SCALE : 3"=1'-0"

W E

K -1

-B -0

TYPICAL ARMOR CONNECTION DETAIL

D3 0 6" 1' 2'SCALE : 1"=1'-0"

B1

WALL ARMOR DETAIL (S-500-B1)

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

A1

WALL ARMOR - SECTIONS

W A

L L A

R M

O R D

E T

A

IL

S

D1

HORIZONTAL CORNER ARMOR DETAIL (S-500-D1)

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

REVIEW100%

STUDS @ 12" C.C. 9" 9"

ANCHOR BARS @ 12" C.C.

ANCHOR BARS @ 1'-6" C.C. 9"

ANCHOR BARS @ 1'-6" C.C. 9"

AS REQUIRED TYP.

CHAMFER ARMOR

J

U L

J E

T

J O

IN

T

M O

N O

L

IT

H

J O

IN

T

M O

N O

L

IT

H

CORNER ARMOR

WALL ARMOR &

CORNER ARMOR

WALL ARMOR &

1 1

WHERE REQUIRED.

6. THE CONTRACTOR SHALL PROVIDE MONOLITH JOINTS

STRAP ANCHORS.

INCH FILLET WELDS FOR4

1 THE PROTECTION ARMOR. USE

5. ALL ANCHOR STRAPS AND STUDS SHALL BE WELDED TO

INCH THICK ASTM A36.4

3 FROM

4. UNLESS OTHERWISE SHOWN ARMOR SHALL BE FABRICATED

VERTICAL ARMOR ENDS AND AT FREE ENDS.

3. ENDS OF THE WALL ARMOR ARE TO BE CHAMFERED AT

ALONG ITS LENGTH AND WIDTH.

INCH4

1 AND DOES NOT DEVIATE IN ANY PLANE MORE THAN

2. ARMOR SHALL BE FABRICATED SUCH THAT IT IS STRAIGHT

AFTER FABRICATION MAY BE REQUIRED.

1. ARMOR SHALL BE TRUE AND STRAIGHT. STRAIGHTENING

(APPLIES TO ALL ARMOR) 1

A D

D E

D C

H A

M F

E R A

N D R

E M

O V

E D N

O T

E

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