Drawings_-_PCS.pdf

US ARMY CORPS

OF ENGINEERS

HUNTINGTON DISTRICT

HUNTINGTON, WEST VIRGINIA

HUNTINGTON DISTRICT, CORPS OF ENGINEERS

DEPARTMENT OF THE ARMY

FINAL - FOR CONSTRUCTION

WORK ORDER: H118-133642 FY18

BAINBRIDGE, OHIO

PAINT CREEK LAKE

TAINTER GATE MACHINERY

MACHINERY GUARDING

PAINT CREEK - TAINTER GATE LINESHAFT

MK-G01

MK-G02

MK-G12

MK-G05

MK-G04MK-G03MK-G07MK-G06

MK-G12MK-G10

MK-G09

MK-G08

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

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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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

S A

H U

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

S-001

D E

S C

R

IP

T

IO

N

C W

P

IN

T C

R E

E K L

A K

E

(NOT TO SCALE)

TAINTER GATE MACHINERY GENERAL ARRANGEMENT (016b-UPC3-52.3/1)

B A

IN

B R

ID

G E

O H

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T M

A C

H

IN

E R

Y L

A Y

O

T

MK-G16

MK-G11

MK-G12MK-G12MK-G12MK-G16

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

S-002

D E

S C

R

IP

T

IO

N

IN

T C

R E

E K L

A K

E

(NOT TO SCALE)

TAINTER GATE MACHINERY ALONG SPILLWAY CATWALK (016b-UPC3-52.2/2) T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T M

A C

H

IN

E R

Y L

A Y

O U

T

B A

IN

B R

ID

G E

O

IO

EXISTING REDUCER

REDUCER

EXISTING EMERGENCY

EXISTING EMERGENCY

REDUCER

EXISTING SPEED

REDUCER

EXISTING BRAKE

EXISTING RAILING

EXISTING RAILING

2�" 5’-9�" 1"

MK-G02

S-005

MK-G01

S-005

1" 7�" 1"

AND SHALL USE THE SAME BOLT PATTERN AS THE ORIGINAL)

(THIS GUARD WAS ONLY LENGTHENED FROM THE ORIGINAL

BOLT HOLES AND TO INSURE BEST FIT (TYP.)

PLATE TO ALIGN WITH GUARDING

AND SHALL USE THE SAME BOLT PATTERN AS THE ORIGINAL)

(THIS GUARD WAS ONLY LENGTHENED FROM THE ORIGINAL

BOLT HOLES AND TO INSURE BEST FIT (TYP.)

PLATE AT LOCATION OF EXISTING GUARDING

HANDLES (TYP.)

10 GA. ALUMINUM (TYP.)

EL. 861.25’

T.O.C.

EL. 861.25’

T.O.C.

ANCHOR OR EQUIV.

MK-G13

S-007

BOLT HOLES AND TO INSURE BEST FIT.

MACHINERY BASE TO ALIGN WITH GUARDING

S-007

MK-G14

S-005

MK-G05

EXISTING GUARDING

TO REMAIN

BOLT HOLES AND TO INSURE BEST FIT.

MACHINERY BASE TO ALIGN WITH GUARDING

L 2�" x 2�" x �"

�" 7�" �"

�" 2’-0" �"

8"

2�"

1�"

S-005

MK-G04

S-005

MK-G03

1" 2’-4�"

2�" 3

1’-0"

MK-G05

S-005

MK-G14

S-005

BEST FIT (TYP.)

BOLT HOLES AND TO INSURE

C 12 TO ALIGN WITH GUARDING

3"

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

S-003

D E

S C

R

IP

T

IO

N

IN

T C

R E

E K L

A K

E

CLSHAFT

CLSHAFT

NOTES:

RIGHT TAINTER GATE (RIGHT ABUTMENT)

RIGHT TAINTER GATE (PIER 2) MACHINERY LAYOUT

CENTER TAINTER GATE (PIER 1) MACHINERY LAYOUT

B A

IN

B R

ID

G E

O H

IO

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T G

U A

R D L

A Y

O U

T

A

SCALE: 1�" = 1’-0"

SECTION

A

TAINTER GATE 3 (RIGHT) MACHINERY LAYOUT

BE USED TO ANCHOR TO CONCRETE.

6.)

STEEL, A NONPORUS ISOLATOR SHALL BE USED.

WHERE THERE IS AN ALUMINUM COVER CONNECTING TO5.)

ANGLES ARE FROM A36 STEEL.4.)

COVERS ARE TO BE MADE FROM T6 ALUMINUM.3.)

2.)

VERIFIED PRIOR TO INSTALLATION.

DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD1.)

EXISTING REDUCER

EXISTING RAILING

EXISTING EMERGENCY

REDUCER

EXISTING SPEED

REDUCER

EXISTING BRAKE

EXISTING RAILING

HANDLES (TYP.)

10 GA. ALUMINUM (TYP.)

L 2�" x 2�" x �"

EL. 861.25’

T.O.C.

EL. 861.25’

T.O.C.

AND SHALL USE THE SAME BOLT PATTERN AS THE ORIGINAL)

(THIS GUARD WAS ONLY LENGTHENED FROM THE ORIGINAL

BOLT HOLES AND TO INSURE BEST FIT (TYP.)

PLATE AT LOCATION OF EXISTING GUARDING

GAGE TO BE FIELD LOCATED

W12 MEMBER. SEE TYP. SECTION FOR

ANCHOR OR EQUIV.

W12 MEMBER. TO BE FIELD LOCATED.

L 3" x 3" x �"

EXISTING BASE

2�" 2�"

5�"

MK-G06

S-006

S-006

MK-G07

S-007

MK-G15/L

EXISTING GUARDING

TO REMAIN

S-006

MK-G08 S-006

MK-G09 S-006

MK-G10

S-007

MK-G14

MK-G13

S-007

2�" 5’-9�" 1" 1" 8"

8"

�" �"7�" �" 2’-0"

�" 1" 2’-5�"

2�"

8" 4" 1�"

BOLT HOLES AND TO INSURE BEST FIT (TYP.)

C 12 TO ALIGN WITH GUARDING

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

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S-004

D E

S C

R

IP

T

IO

N

IN

T C

R E

E K L

A K

E

CLSHAFT

CLSHAFT

LEFT TAINTER GATE (PIER 1) MACHINERY LAYOUT

CENTER TAINTER GATE (PIER 2) MACHINERY LAYOUT

LEFT TAINTER GATE (LEFT ABUTMENT) MACHINERY LAYOUT

B

SCALE: 1�" = 1’-0"

SECTION

B (TYP-W12)

NOTES:

B A

IN

B R

ID

G E

O H

IO

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T G

U A

R D

IN

G L

A Y

O U

T

BE USED TO ANCHOR TO CONCRETE.

6.)

STEEL, A NONPORUS ISOLATOR SHALL BE USED.

WHERE THERE IS AN ALUMINUM COVER CONNECTING TO5.)

ANGLES ARE FROM A36 STEEL.4.)

COVERS ARE TO BE MADE FROM T6 ALUMINUM.3.)

2.)

VERIFIED PRIOR TO INSTALLATION.

DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD1.)

1�"

8�"

1�"

1�" 3�" 2�"

7�"

1�"

3�"

9"

3�"

1�"

1’-0" 1’-4" 1’-1�" 1’-4" 1’-0"

5’-9�"

6�" 2’-4�" 5�" 1’-5�" 3�" 8"

4" 4�" 2’-�" 2’-5" 8"

4" 4�" 2’-�" 10" 2’-3"

1�" 3�" 9" 3�" 1�"

1’-6"

7�"

2�"

6" 6" 2�"

2’-0"

7�" 1’-4�"

1�"

8�"

1�"

1’-�"

1�" 3�" 2�"

7�"

6" 1’-0" 6"

1’-0"

11�" 4�" 8" 1�"

2’-1�"

8�" 1’-0" 8�"

3�"

10 GA. ALUMINUM

10 GA. ALUMINUM

10 GA. ALUMINUM

HANDLES (TYP.)

10 GA. ALUMINUM

10 GA. ALUMINUM

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

S-005

D E

S C

R

IP

T

IO

N

(QUANTITY: 1)

R

R

R

R

P A

IN

T C

R E

E K L

A K

E

WORK WITH MK-G14

(WEIGHT: APPROX. 5 LBS)

MACHINERY GUARD MK-G01

(QUANTITY: 2)

MACHINERY GUARD MK-G03

(WEIGHT: APPROX. 5 LBS/EA)

(QUANTITY: 1)

MACHINERY GUARD MK-G02

(WEIGHT: APPROX. 50 LBS)

S-005

WORK WITH MK-G13

(QUANTITY: 2)

MACHINERY GUARD MK-G04

(WEIGHT: APPROX. 12 LBS)

(QUANTITY: 2)

MACHINERY GUARD MK-G05

(WEIGHT: APPROX. 22 LBS/EA)

R

S-007

S-007

S-007

B A

IN

B R

ID

G E

O H

IO

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T G

U A

R D D

E T

A

IL

S

NOTES:

(TYP.)

(TYP.)

(TYP.)

SHALL BE COATED WITH BITUMINOUS PAINT.

ALL ALUMINUM CONTACTING STEEL SURFACES 5.)

HANDLES ARE MEASURED C/C OF DIA. BAR.4.)

OF BENT PLATE.

DIMENSIONS ARE TO INSIDE DIA. AND BACK3.)

WELDS SHALL CONFORM TO AWS D1.2.2.)

ALUMINUM SHALL BE 6061-T6 OR EQUIV.1.)

1�" 3�" 9" 3�" 1�"

1’-6"

6�" 2’-4�" 5�" 1’-5�" 3�" 8"

1’-0" 1’-4" 1’-1�" 1’-4" 1’-0"

5’-9�"

4" 4�" 2’-�" 2’-5" 8"

4" 4�" 2’-�" 10" 2’-3"

10"

" 1

4"4"

8"

1�"

8�"

1�"

1’-�"

1�" 3�" 2�"

7�"

1�" 3�" 9" 3�" 1�"

1’-6"

7�" 1’-3�"

1’-11"

1�" 6�"6�" 1�"

5�"1’-0"5�"

1’-0"

11�" 5�" 8" 1�"

2’-2�"

3�"

8�" 1’-0" 8�"

HANDLES (TYP.)

10 GA. ALUMINUM

10 GA. ALUMINUM

10 GA. ALUMINUM

10 GA. ALUMINUM

10 GA. ALUMINUM

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG. BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

BOLTS w/ STD. NUT & WASHER (TYP.)

DRILL THRU FOR �" x 2" LG.

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

S-006

D E

S C

R

IP

T

IO

N

IN

T C

R E

E K L

A K

E

R

R

R

R

R

(TYP.)

B A

IN

B R

ID

G E

O H

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T G

U A

R D D

E T

A

IL

S

S-007

(QUANTITY: 2)

MACHINERY GUARD MK-G06

(WEIGHT: APPROX. 50 LBS/EA)

WORK WITH S-005 MK-G13

(QUANTITY: 1)

MACHINERY GUARD MK-G08

(WEIGHT: APPROX. 5 LBS)

S-007

(QUANTITY: 1)

MACHINERY GUARD MK-G09

(WEIGHT: APPROX. 15 LBS)

(QUANTITY: 2)

MACHINERY GUARD MK-G07

WORK WITH S-005 MK-G15

(WEIGHT: APPROX. 5 LBS/EA)

S-007

(QUANTITY: 1)

MACHINERY GUARD MK-G10

WORK WITH S-005 MK-G14

(WEIGHT: APPROX. 20 LBS)

NOTES:

(TYP.)

(TYP.)

(TYP.)

SHALL BE COATED WITH BITUMINOUS PAINT.

ALL ALUMINUM CONTACTING STEEL SURFACES 5.)

HANDLES ARE MEASURED C/C OF DIA. BAR.4.)

OF BENT PLATE.

DIMENSIONS ARE TO INSIDE DIA. AND BACK3.)

WELDS SHALL CONFORM TO AWS D1.2.2.)

ALUMINUM SHALL BE 6061-T6 OR EQUIV.1.)

1�"(TYP.)

T

Y P

1’-3�"

1�" 1’-3�" 1�"

1’-6"

(TYP.)

L2�"x2�"x�"

1�" 8" 1�"

11"

2"

L5"x5"x�" (TYP.)

T

Y P

T

Y P

1�"(TYP.)

1�"

3�"

(TYP.)

L2�"x2�"x�"

�" THK. PL.

2"

6"

1�"(TYP.)

4"

2"

L3"x3"x�"

�" THK. PL.

w/ STD. NUT & WASAHER (TYP.)

BOLTS w/ STD. NUT & WASHER (TYP.)

FOR �"x 2" LG.

FOR �" x 5" LG. ANCHORS (TYP.)

ANCHORS (TYP.)

FOR �" x 5" LG.

S O

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IT

A T

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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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N D

IS

T R

IC

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U .S

A R

M Y C

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P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

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S-007

D E

S C

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IP

T

IO

N

IN

T C

R E

E K L

A K

E

-C

CLSHAFT

C SECTION

SCALE: 1’-0" = 1’-0"

- (QUANTITY: 24)SCALE: 6" = 1’-0"

(QUANTITY: 6)

DETAIL: LINE SHAFT GUARD HANDLES

SUPPORT ANGLES MK-G14

(WEIGHT: APPROX. 12 LBS/EA)

WORK WITH S-003 MK-G05 & S-004 MK-G10

(QUANTITY: 3) (WEIGHT: APPROX. 16 LBS/EA)

WORK WITH S-003 MK-G02 & MK-G06

ANGLE FRAME MK-G13

(WEIGHT: APPROX. 12 LBS/EA)

ANGLE SUPPORTS MK-G15/L AS SHOWN

ANGLE SUPPORTS MK-G15/R OPPOSITE

(QUANTITY: 2/2)

WORK WITH S-004 MK-G07

-D

D SECTION

SCALE: 1’-0" = 1’-0"

NOTES:

B A

IN

B R

ID

G E

O H

IO

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T G

U A

R D F

R A

M E D

E T

A

IL

S

SHALL BE COATED WITH BITUMINOUS PAINT.

ALL ALUMINUM CONTACTING STEEL SURFACES 5.)

HANDLES SHALL BE ALUMINUM 6061-T6.4.)

OF ASTM A307 GRADE A.

BOLTS SHALL CONFORM TO REQUIREMENTS3.)

WELDING SHALL CONFORM TO AWS D1.1/D1.1M.2.)

ANGLE AND BASE PLATE SHALL BE A36 STEEL.1.)

6" 1’-11"1’-11"1’-11"1’-11" 1’-11" 6"

10’-7"

2’-0"2’-6"1’-7"2’-6"2’-0"1"

1"

8" 2"

1’-0"

(TYP.)

10 GA. ALUMINUM

1’-11"1’-11"1’-11"8�" 8�"1’-11"1’-11"

10’-11�"

L4x4x�"

FOR �" BOLTS (TYP.)

�"(TYP.)

MK-G11

MK-G12

MK-G12

MK-G11

4"

8"

1’-1�"

�" PL.

5" x �" PL.

BRIDGES (OR EQUIV.)

AT THE ENDS OF THE

MATCHING THE EXISTING

ADD BEARING SUPPORTS

EX. 4" x 4" M13

5" x �" PL.

DETAIL 1)

(TYP.) (SEE S-005

10 GA. ALUMINUM PL.EX. HANDRAIL

EX. LINE SHAFT

EX. HANDRAIL

EX. HANDRAIL

EX. GRATING

NEW L4"x4"x�"

EXISTING 16WF20

FOR �" BOLTS (TYP.)

1"

1"

8" 2"

1’-0"

(TYP.)

10 GA. ALUMINUM

FOR �" BOLTS (TYP.)

DETAIL 1)

(TYP.) (SEE S-005

1’-�" 1’-4" 1’-�"

10" 1’-9�" 10"

3’-5�"

SHAFT

TOP OF

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

A P

P R

D A

T E

F

IL

E N

U M

B E

R

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

D A

T E

M A

R K

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

fiof Engineers

US Army Corps

Huntington District

.3

:1

/2

/2

N T

IN

G T

O N 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

N T

IN

G T

O N

W E

S T V

IR

G

S-008

D E

S C

R

IP

T

IO

N

IN

T C

R E

E K L

A K

E

SCALE: 1�" = 1’-0"

SECTION

E

E

TAINTER GATE MACHINERY GUARD AT BRIDGES

(QUANTITY: 12)

(QUANTITY: 9)

WORK WITH MK-G12

WORK WITH MK-G11

BRIDGE SUPPORT ANGLE MK-G11

(WEIGHT: APPROX. 110 LBS/EA)

BRIDGE GUARD MK-G12

(WEIGHT: APPROX. 59 LBS/EA)

B A

IN

B R

ID

G E

O H

IO

T A

IN

T E

R G

A T

E M

A C

H

IN

E R

Y G

U A

R D

IN

G

L

IN

E S

H A

F T B

R

ID

G E G

U A

R D D

E T

A

IL

WORK WITH MK-G11

BRIDGE GUARD MK-G16

(WEIGHT: APPROX. 20 LBS/EA)(QUANTITY: 6)

(TYP.)

NOTES:

(TYP.)

(TYP.)

SHALL BE COATED WITH BITUMINOUS PAINT.

ALL ALUMINUM CONTACTING STEEL SURFACES 5.)

PLATES ARE �" U.N.4.)

ALL OTHER SHALL BE A36 STEEL.3.)

WELDING SHALL CONFORM WITH AWS D1.2.2.)

ALUMINUM 6016-T6 OR EQUIV.

GUARD COVERS AND HANDLES SHALL BE 1.)