Government_furnished_materials_reference_drawings.pdf

US ARMY CORPS

OF ENGINEERS

PITTSBURGH DISTRICT

PENNSYLVANIA

BEAVER COUNTY

MONTGOMERY LOCKS AND DAM

OHIO RIVER

RFP No. W911WN-15-B-0004

CERTIFIED FINAL DOCUMENTS

MARCH 2015

REFERENCE DRAWINGS

GOVERNMENT FURNISHED MATERIAL

CONTRACT

DAM GATE INSTALLATION

TYP

2’-6"

1" END PLATE

W14x120

12’-11�"

W14x120

73’-6�"

W14x120

12’-11�"1" END PLATE 1" END PLATE

1"

1" END PLATE

8’-6�"10 PANELS @ 8’-6�" = 85’-8�"8’-6�"

102’-9�" C/C TRACK

W14x145

30’-0�"

W14x145

39’-3�"

W14x145

30’-0�"

1" END PLATE

1" END PLATE

W14x145

30’-0�"

W14x145

39’-3�"

W14x145

30’-0�"

W14x120

30’-0�"

W14x120

39’-3�"

W14x120

30’-0�" 1"

1’-6" 1’-6"

PL �" x 3" (TYP)

�" STIFF. PLs (TYP)

W10x33 (TYP)

�" SKIN PL

W6x15

W6x15

�" STIFF. PLs (TYP)

W6x15

SYMMETRICALC

S P

L

IC

E

S P

L

IC

E

A

S P

L

IC

E

S P

L

IC

E

SYMMETRICALC

E

C D

(NOTE: WALKWAY NOT SHOWN FOR CLARITY)

W x

W x

W x

W x

W x

SYMMETRICALC

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

NOTE: WALKWAY NOT SHOWN FOR CLARITY

W x

W x

W x

W x

W x

W x

39’-3�"

B 8’-6�"

3 EQUAL SPACES

2’-10�" 2’-10�"

1’-2"

2 EACH PL �" x 3"

CW10x33 W10x33C

W x

W x 2W x

IP

P W

P :d m s

L M

O O

S

.d g n

H

T S

D R

S T

M A

R

:5

L M

O O

S

.d g n

:1

S-7038

L

IF

T G

A T

E

G E

N E

R A

L A

R R

A N

G E

M E

N T

P L

A N E

L E

V A

T

IO

N

S-7039

S-7043

S-7040

S-7040 S-7040

(F .C .M

(F .C .M

(F .C .M

W x

T

Y P

(F .C .M

(F .C .M .) (F

.C .M

(F .C .M

(F .C .M

(F .C .M

(F .C .M

(F .C .M

(T

Y P

W x

(F .C .M

S-7040

S-7040

S-7040

P A

U L

A

S U

R A

C E

P .E

R

T Y

S Z

K

IE

W F

M O

R O

N E d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d o d od o d o

F L

O W

TOP TO BOTTOM A MINIMUM OF 10FT.

THE BOTTOM TRUSS. SPLICES SHOULD BE STAGGERED FROM

OF SPLICE(S) FOR DOWNSTREAM AND UPSTREAM CHORDS OF

OPTIONAL AS SHOWN. CONTRACTOR SHALL SUBMIT LOCATION

SPLICE LOCATION(S) ON TOP AND BOTTOM TRUSS ARE

4’ 8’0 2’

SCALE: �"=1’

105’-9�" C/C OF CHAIN

PLAN

SCALE: 1/4"=1’-0"

UPSTREAM ELEVATION

SCALE: 1/4"=1’-0"

DOWNSTREAM ELEVATION

SCALE: 1/4"=1’-0"

s

M A

R V

IN

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H

M

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

D

D

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IE

F

A L

S O

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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

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2 3

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4 5

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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B M

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C A

L E

P L

O T D

A T

E

D A

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C O

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S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

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T

M A

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D E

S C

R

IP

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N A

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D A

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C O

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R A

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C O

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A R

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N G

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E E

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T R

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PITTSBURGH DISTRICT

IT

T S

B U

R G

H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

D A

M G

A T

E R

E P

L A

C E

M E

N

W

W N

B

W

W N

C

1"

105’ 9�" C/C OF CHAIN

5 PANELS @ 8’-6�" = 42’-10�"

(TYP)

2’-6"

W14x120

36’-9�"

W14x120

12’-11�"

5’-3"

10’-6"

5’-3"

(TYP)

2’-6"

5 PANELS @ 8’-6�" = 42’-10�"

105’ 9�" C/C OF CHAIN

8’-6�"1’-6"

8’-6�"1’-6"

W14x120

19’-7�"

W14x120

30’-0�"

6’-10�"

6’-10�"

TOP & BOTTOM (TYP)

�" STIFFENER PLs

BE 6"+/- HIGH (TYP)

LOCATION SHALL

STIFF PLATE IN THIS

W14x145 (F.C.M.)

19’-7�"

W14x145 (F.C.M.)

30’-0�"

W14x145 (F.C.M.)

19’-7�"

HOLES (TYP)

2" DIA. DRAIN

HOLES (TYP)

2" DIA. DRAIN

W8x21W8x21

6" TO 10"

S P

L

IC

E

C SYMMETRICAL

C

W x

W x

W x

W x

W x

W x

W x

S P

L

IC

E

B S-7042

D S-7042

PLAN AT TOP TRUSS

SCALE: �’’=1’-0’’

C

C

C SYMMETRICAL

C

W x

W x

W x

A

B S-7042

D S-7042

W x

W x

W x

W x

PLAN AT BOTTOM TRUSS

C

C

3 8

SCALE:�" = 1’-0"

ASECTION A

TYPICAL AT ALL PANEL POINTS

S-7040

S-7040

S-7040

S-7040

S-7040

S-7040

S-7039S-7038

S-7039

CHAIN CHAIN

NOTE: WALKWAY NOT SHOWN FOR CLARITY

NOTE: WALKWAY NOT SHOWN FOR CLARITY

CHAIN CHAIN

S P

L

IC

E

S-7040

S-7040

S P

L

IC

E

(TYP.)

W6x15

PLATE

�" SKIN

CHORD

D/S

CHORD

U/S

AT PANEL POINTS)

& BOTTOM (TYP

�" STIFF PL TOP

CHORD

D/S

CHORD

U/S

5 EQ. SP. (TYP) 6 EQ. SP. (TYP)

1’-8"

(TYP)

TOP & BOTTOM TOP & BOTTOM

5 EQ. SP. (TYP)

6 EQ. SP. (TYP)

TOP ONLY (TYP)

�" STIFF PLATE

L

1’

(T Y P

(T Y P

1’-8"

(TYP)

TOP ONLY

TOP ONLY

1’

(T Y P

(T Y P

A S-7039

SCALE: �’’=1’-0’’

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x (F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

W x

(F .C .M

(F .C .M

W x

SHALL BE 6"+/- HIGH (TYP)

PLATE IN THIS LOCATION

TOP & BOTTOM STIFF

ON TOP & BOTTOM TRUSS)

ALLOW DRAINAGE (TYP

C OF W14x145 TO

THIS LOCATION ALONG

TOP STIFF PLATES IN

COPE BOTTOM OF

(F .C .M

W x

30’-0�"

W14x145 (F.C.M.)

P W

P :d m s

L M

O O

S

.d g n

H

T S

D R

S T

M A

R

:5

L M

O O

S

.d g n

.6

:1

P W

P :d m s

L M

O O

S

.d g n

H

T S

D R

S T

M A

R

:5

L M

O O

S

.d g n

.6

:1

S-7047 S-7040

S-7040

S-7039

L

IF

T G

A T

E

T O

P A

N D B

O T

T O

M T

R U

S S

P L

A N A

N D S

E C

T

IO

N

S-7040

P A

S U

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

F L

O W

F L

O W

0 2’ 4’ 6’

SCALE: �"=1’

PLATE (TYP.)

�" STIFF

�" SKIN PLATE

�" SKIN PLATE

COUNTER WEIGHTS

1" DIA HOLE FOR

DETAIL 13

SCALE: �"’=1’-0’’

(THICKNESS 1" TO 6")

COUNTER WEIGHT

9. COUNTER WEIGHTS TO BE METALIZED AND PAINTED.

8. COUNTER WEIGHTS OF EQUAL SIZED TO BE PLACED NEAR SIDE AND FAR SIDE OF W14 WEB.

TACK WELDED (SEE SPECIFICATION).

W/2 GALVANIZED FLAT WASHERS AND HEX NUT. BOLT TO BE FULLY TIGHTENED AND

7. COUNTER WEIGHT TO BE BOLTED TO W14 WITH �" DIA. A325 GALVANIZED BOLT

6. FOR TRUSS FRAMING AND MISCELLANEOUS DETAILS SEE DRAWING S-7040.

5. FOR DETAILS AT LIFTING POINTS & VERTICAL SEAL DETAILS, SEE DRAWING S-7042.

4. FOR END TRUCK DETAILS, SEE DRAWING S-7041.

3. FOR END FRAMING DETAILS, SEE DRAWING S-7043.

2. FOR WALKWAY DETAILS, SEE DWG’S S-7044 & S-7045.

PROVIDE DRAIN HOLES IN END TRUCK W40 WEBS AND ALL OTHER POCKETS.

1. PROVIDE ADDITIONAL DRAIN HOLES FOR ALL POCKETS WHICH DO NOT DRAIN FREELY.

NOTES:

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AS-AWARDED CERTIFIED FINAL

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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L A

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M E

W N

B

W

W N

C

1"

2"

C O

M P

R E

S S

IO

N

UPSTREAM ONLY

�" SKIN PL.,

�" STIFF. PLs

PLATE

�" SKIN

PLATE

�" SKIN

W10x33

(CONTINUOUS)

PL �" x 6"

PLAN (TYP)

SHOWN ON

PLATES AS

�" STIFF.

(TYP)

W6X15

(NS & FS)

�" STIFF. PL.

�" PL

(ROUNDED EDGES)

CLAMP BAR ST STL

SEE DETAIL THIS SHEET

1"x3" BOTTOM SEAL

PL�"x8" (CONTINUOUS)

�" STIFF. PLs

W6x15

�" SKIN PLATE

W6x15

PLATE

�" SKIN

W10x33

�"x3" (TYP)

STIFFENER PLATE

PLATE

�" SKIN

PLATE

�" SKIN

PL �"x3"

(TYP)

W8

PLATE

�" SKIN

(CONTINUOUS)

�"x2’-21#2"

SEAL PLATE

W14

ROUNDED

EDGES

(TYP)

W14X145

W14X68

W8

W.P.

LOCATION ON PLAN

�" STIFF. PL.

W.P.

W14

ON PLAN

LOCATION

�" PL.

W14X68

W14X145

W.P.

W14X145

CSECTION CSECTION

SCALE: 3’’=1’-0’’

12"

CC

TYP.

TYP.

SCALE: 1 �’’=1’-0’’

5DETAIL

DSECTION

SCALE: 3’’=1’-0’’

C C

C

4DETAIL (TYP)

SCALE: 1 �’’=1’-0’’

2DETAIL

SCALE: 3’’=1’-0’’

W14 C

TYP.

TYP.

6DETAIL

SCALE: 1 �’’=1’-0’’

C

C C

M.P.

TYP.

M.P.

TYP.

C SPLICE

BOTTOM SEAL

CLAMP BAR

SCALE: 6’’=1’-0’’

BOLT

HOLE FOR

C

(ST STL)

C

TYP.

TYP.

W14CC

MAX SPACING 6"

HEX HD & NUT W/WASHERS

�" DIA ST STL BOLTSC

DETAIL

SCALE: 3’’=1’-0’’

CC W6X15

TYP.

ESECTION

F

C

TYP.

F

SCALE: 3’’=1’-0’’

SCALE: 3’’=1’-0’’

LEGEND:

W6x15

I

ISECTION

SCALE: 1 �’’=1’-0’’

MAX SPACING 4�"

HEX HD & NUT W/WASHERS

�" DIA. ST STL BOLTS

SCALE: 6’’=1’-0’’

U.T.

TYP.

CC CC

W14

W14

W8 W8

C W14

TYP.

TYP.

CC

W10x33

TYP.

PLATES

@ STIFFENER

TYP.

(N.S. & F.S.)

�" STIFF. PL.

M.P.

TYP.

1DETAIL

SCALE: 1�’’=1’-0’’

TYP.

R.T. 100%

U.T. 100%

TYP.

SECTION

W14 W14

C W14 C W14C

TYP.

M.P. 100%

U.T. 100%

TYP.

U.T. - ULTRASONIC TEST

M.P. - MAGNETIC PARTICLE TEST

R.T. - RADIOGRAPHIC TEST

TYP.

TYP.

C SPLICE

TYP.

U.T. 100%

UNLESS NOTED OTHERWISE.

WELDS SHALL BE FULL PENETRATION

1. ALL CONNECTIONS SHALL BE WELDED.

NOTES:

P W

P :d m s

L M

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S

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H

T S

D R

S T

M A

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:5

L M

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:1

S-7040

L

IF

T G

A T

E

M

IS

C E

L L

A N

E O

U S D

E T

A

IL

S

S-7038

S-7038

S-7040

S-7040

S-7038

S-7040

S-7040

M.P.

TYP.

S-7039

S-7039

S-7039

S-7039

S-7039

S-7039

P A

.A

S

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

SCALE: 6"=1’

3" 4"2"1" 0

SCALE: 3"=1’

3" 6" 9" 12"

1’ 2’0 6"

SCALE:1-1/2"=1’

s

M A

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R U

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

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A L

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D W

N B

Y

C K

D B

Y

D E

S

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N E

D B

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D E

S C

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IP

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D

2 3

C

4 5

A

B

M A

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A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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F

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D B

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P L

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C A

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P L

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D A

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C O

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S O

F E

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U S

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M Y E

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D A

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C O

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S O

F E

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O C

K S A

N D D

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A T

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L A

C E

M E

W N

B

W

W N

C

C

C

C

8DETAIL

SCALE: 1 �’’=1’-0’’

S-7040

G

S-7039

M.P.

TYP.

M.P.

TYP.

TRUSS

BOTTOM

TYP.

M.P.

TYP.

M.P.

TYP.

C

C TOP TRUSSTOP TRUSS

M.P.

TYP.

7DETAIL

SCALE: 1 �’’=1’-0’’

TYP.

M.P.

TYP.

S-7040

G

S-7039

SECTION G

S-7040SCALE: 1�’’=1’-0’’

C

C

C

M.P.

TYP.

M.P.

TYP.

W14X68 W14X66

M.P.

TYP.

M.P.

TYP.

DETAILS

SIMILAR S-7038

S-7038

S-7038

9"

1�"

1’-6�"

9"

1’-0"

1’-3"

1�" 1�"

1�"1’-4"

1’-4�"

7"5" 1’-3�"1’-3�"

2’-6�"

1’-0"

7"5" 2’-4�"

10"1’-6�"

3’-4�"

1’-7�"1’-7�"

1’-8�"1’-8�"

1" 7"

2’-6�"1’-0"

10"1’-6�"

2’-4�"

1’-4"

6"6"

8"8"

P

L

P

L2’-7�"

5"

3’-11�"

COTTER PIN

�" DIA.

ATTACHED TO GATE

1" END PLATE 1" END PLATE

1"

1" 1"

TYP AT ALL WHEEL LOCATIONS

B.C. NEAR SIDE ON 11�" DIA. B.C. FAR SIDE.

& TAP �" - 10 UNC - 2B ON 10" DIA.

6 HOLES EQUALLY SPACED DRILL THRU

(TYP)

�"x6" DIA. WASHER

FOR 3" DIA. PIN

3�" DIA. HOLE

�" BENT PL.

�" BENT PL.

�" BENT PL.

6"6"1" 1"

1" 1"

1" 1"

3" 1"

8" 8"

8"8"

7"7" 1"1"

1’-4"

"4

1" 1"

3’-2�"

1’-7�"1’-7�"

1’-0"

5" 7"

7"2"

7�" 4"�"

MK M-8110-2

LINE BORE HOLE FOR PIN

CLIP ANGLE (TYP)

M-8111-3

LOAD ROLLER MK

TYP

A

SCALE: 1" = 1’-0"

3"R

C

1’-0"1’-0"

C

1’-0" 1’-0"

C

D

SCALE: 1" = 1’-0"

TYP

(TYP)

1"

1" PLATE

C C

DOWELS

1" DIA X 2"

T

Y P

T

Y P

T

Y P

T

Y P

W H

E E

L

T R

A C

K C

L2�X2�X�

(TYP)

(TYP)

�" PL

(TYP)

(TYP)

1 X4 PLS

REFER

W H

E E

L

T R

A C

K C

D

A

(TYP)

1" PL

TYP

A

PICKUP PLATES

ELEVATION

SIDE VIEW

C

C

TYP.

TYP.

BEARING PLATE

UPSTREAM

W40x167

WALL LINE

CONCRETE

DOWNSTREAM BEARING PL

CLIP ANGLE

L4X4X�

�" DIA. A325 BOLTS

S-7041

N.T.S.

M-8110

4�"R

SCALE: 1�" = 1’-0"

SCALE: 1�" = 1’-0"

ELEVATION END TRUCK

END VIEW

SECTION

ENLARGED DETAIL

SECTION

REFER

M-8110

ASSY.

TYP @

TYP

8" DIA. OTHER SIDE

9�" DIA. THIS SIDE

TYP

TYP

W24x104

1" DIA. X 2" DOWELS

�" (TYP.)

TYP

W H

E E

L W

H E

E L

UPSTREAM BEARING PL MK. M-8110-1

P W

P :d m s

L M

O O

S

.d g n

H

T S

D R

S T

M A

R

:5

L M

O O

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.d g n

:1

S-7041

L

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A N A

N D S

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T

IO

N S

S-7041

S-7041

S-7041

S-7041

S-7041

S-7041

S-7041

1" PL (TYP)1" PL (TYP)

1"x4" PLS (TYP)

3" DIA. PIN

DOGGING HOOK

P A

S U

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

1’ 2’0 6"

SCALE:1-1/2"=1’

SCALE:1"=1’

1’ 2’

B

SCALE: 1" = 1’-0"

SECTION

C

SCALE: 1" = 1’-0"

SECTION

TYP

(TYP)

1" PL

S-7041

S-7041

102’-9�" C-C TRACK

L W40x167C

TO GATE

ATTACHED

END PLATE

ASTM A276 TYPE 410

3" DIA. PIN

DETAIL

SEE ENLARGED

(TYP)

1" PL

ASSEMBLY

TO TRUCK

ATTACHED

END PLATE

BC

TYP

TYP

(TYP)

1" PL

S-7041S-7041

DIA. PIN

FOR 3"

DIA. HOLE

3�"

1DETAIL

SCALE: 1�" = 1’-0"

ELEVATION

S-7041 s

M A

R

R U

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

D

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IF

A L

S O

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F

IL

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D W

N B

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C K

D B

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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

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

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N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IT

T S

B U

R G

H

IO

R

IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

D A

M G

A T

E R

E P

L A

C E

M E

W N

B

W

W N

C

1’-2�"

11�"

1’-7�" 10�" 5’-0�"

1’-1�"

6’-1�"

1’-10"

1’-2"

1’-6"

1’-0�"

4�"

4"

9" 6�"

1’-7�"

4�"

5"

�" STIFF PL

TYP

W14

2" LIFTING PL (F.C.M.)

BRG. PL 12"x1�"x1’-9�"

CLEARANCE

PROPER

PROVIDE

SHIM TO

C

C

C

A

3’-2�" 1"

1" PL

TYP

2" PL

(TYP)

W10x39

(TYP)

W40x167

PLS (TYP)

�" STIFF

W24x104

1"1’-7�"

1"

DSECTION

SCALE: �" = 1’-0"

9"9"9"9�"

C

W40

C

1" STIFF PLS

PL

1" STIFF

TYP

2�"

�" PLs

2�" �"

8"

1"1�"

4"

4�"

BAR

BACKING

1" X 1"

2�"

�" COVER PL

C

C

V A

R

IE

S

SPACING

C/C MAX

PLS @ 9"

�" STIFF

2VERTICAL SEAL DETAIL

PROTECTION

�" PL CORNER

6"

2�" 2�"

C

ROLLER

GUIDE

3�"

T Y

P T

Y P

TYP.

(TYP)

4" C/C

HOLES @

�" DIA

TYP.

L4X4X1/2

B

C

7�"7�" f

6�" f f f

7�"f f 7�" f f 7�"f f 5�" f f f f f f

1’-4�"

1’-2�"

3’-1�"

1’-10�"

10�" f

1" PL

W40X167

W24X104 f

2’-11�"

2�" R

2�" R

2�"

B

SCALE: �" = 1’-0"

C

C

ROLLER

GUIDE

1" PL

W40X167

1’-7�" 1’-7�"

1" PL

W14 L

C U/S TRUSS

W10x39

W24x104

SKIN PL

�" SEAL PL

BELOW

SCALE: 1�" = 1’-0"

DETAIL

SCALE: 3" = 1’-0"

NOTE: PICKUP PLATES NOT SHOWN.

CORNERS

ROUND

f

C

1" PL (TYP)

ff f f

1" PL (TYP)

3"

SLOPE

ROLLER ON 1:20

TYPE 1 GUIDE

ASECTION

SCALE: �" = 1’-0"

NOTE: DOGGING PLATE NOT SHOWN.

2"R

1" PL

CLIP CORNER 10"

2"

2"

5�"8"

1" PL

BAR

BACKING

1" X 1"

PROTECTION

�" PL CORNER

�" COVER PL

�" PLs

MAX SPACING

PLS @ 9" C/C

11 - �" STIFF

E

�" SEAL PL

BAR

BACKING

1" X 1"

2X�"

CLAMP BAR

�" COVER PL

�" SEAL PL

MAX SPACING

PLS @ 9" C/C

11 - �" STIFF

�" PL

1" X 1" BACKING BAR

2�" 4�"

1�"

1" PL

MAX SPACING

PLS @ 9" C/C

11 - �" STIFF

FULL HEIGHT

PLS @ 9" C/C

�" STIFF

�" SEAL PL

�" PL

�" PL

1" X 1" BACKING BAR

STL BOLTS

�" DIA ST.

PASS THROUGH

OF �" PL FOR SEAL

REMOVE 3" x 3�"

3�"

CSECTION

SCALE: 1" = 1’-0"

SCALE: 1" = 1’-0"

DETAIL

ESECTION

SCALE: 1" = 1’-0"

GATE

ATTACHED TO

1" END PLATE

�" ST. STL. PL

�" ST. STL. PL

CLAMP BAR 2X�" ST. STL.

�" ST. STL. PL

�" ST. STL. PL

CLAMP BAR 2 X �" ST. STL.

8�"

C

1’-1�"

PL (TYP)

1" STIFF

TYP

TYP

TO BE FLUOROCARBON CLAD, SEE SPECS.

NOTE: VERTICAL AND HORIZONTAL RUBBER SEALS

TYP

NO. 6404 OR APPROVED EQUAL

SEALS, SEALS UNLIMITED MODEL

VERTICAL AND HORIZONTAL RUBBER

NO. 6404 OR APPROVED EQUAL

SEALS, SEALS UNLIMITED MODEL

VERTICAL AND HORIZONTAL RUBBER

OR APPROVED EQUAL

UNLIMITED MODEL NO. 6404

VERTICAL RUBBER SEAL, SEALS

APPROVED EQUAL

MODEL NO. 6404 OR

SEALS UNLIMITED

HORIZONTAL RUBBER SEAL,

TYP

UT 100%

TYP

UT 100%

TYP

UT 100%

TYP

UT 100%

TYP

UT 100%

TYP

UT 100%

TYP

PLATE

GUSSET

W40 &

W14 &

PLATE

GUSSET

W40 &

W14 &

DOGGING HOOK (F.C.M.)

2" DOGGING PL (F.C.M.)

CONCRETE

FACE OF EXISTING

SPROCKET (F.C.M.)

DOGGING HOOK (F.C.M.)

GUIDE RAIL

EXISTING

FACE OF

CONCRETE

EXISTING

FACE OF

TYP

4"11�"

P W

P :d m s

L M

O O

S

.d g n

H

T S

D R

S T

M A

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:5

L M

O O

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.d g n

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:1

S-7042

L

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N A

N D D

E T

A

IL

S

CHAM

NOTE:

FABRICATOR TO VERIFY GUIDE ROLLER MOUNTING

BOLTS DO NOT INTERFER WITH STIFFENERS.

CLAMP BAR 2 X �", SEE S-7040

S-7039

MAX SPACING 4�"

HEX HD & NUT W/WASHERS

�" DIA ST. STL BOLTS

S-7042 S-7042

S-7042

S-7042

S-7042

S-7043

S-7042

S-7042

S-7042

S-7042

S-7043

S-7042

P A

S U

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

F L

O W

1’ 2’0 6"

SCALE: 1�"=1’

0 1’ 2’

SCALE: 1"=1’

0 1’ 2’ 3’

SCALE: �"=1’

TO LEAF)

TRUCK

BOLTING

(AFTER

TYP.

W/OVERSIZE WASHERS MAX SPACING 4�"

FOR ADJUSTMENT) HEX HD & NUT

SIZE HOLE TO �" TO ALLOW

�" DIA. ST STL BOLTS (OVER

DRAWING M-8112.

DETAILS SEE

(F.C.M.), FOR

LIFTING PLATES

CLAMP BAR 2 X �", SEE S-7040

SEE DETAIL 12, S-7040

�" DIA ST. STL BOLTS

SEE DETAIL 12, S-7040

1" x 3" BOTTOM SEAL s

M A

R

R U

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

D

R T

IF

A L

S O

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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

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

M A

R K

D E

S C

R

IP

T

IO

N A

P P

R

D A

T E

C O

N T

R A

C T N

O

C O

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S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IT

T S

B U

R G

H

IO

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IV

E R

M O

N T

G O

M E

R Y L

O C

K S A

N D D

A M

D A

M G

A T

E R

E P

L A

C E

M E

W N

B

W

W N

C

PLATE

�" SKIN 1" PLATE

f f 5’-5�" f f 5’-�" f f2’-6" f f2’-6�" f f2’-7�" f f 5’-11�" f f2’-7�" f f 5’-11�" f f

8�" f f f f f f f f f f f f f f f f1 f f f f f f f f f f f f f f f f

7�" f f 10’-6" f f f f f f f f f f f f f f f f f f

5’-2�" f f

6’-�" f f 1’-1" f f

7�" f f7�" f f 5’-7�" f f

5’-3�" f f f f 10’-6" f f 6’-1�" f f 4’-4�" f f7�" f f 5�" f f f f f f

1’-3�" f f

7�" f f1 f f f f 1’-7�" f f9�" f f

A C f f1 f f f f7�" f f 8� " f f10�" f f 1’-8�" f f11�" f f f f1’-0" f f6"

2" PL

1" PL

1" PL

1" PL W8X31

2" PL DOGGING HOOK

4"X4"X�" TYP

f f6" f f 1’-9�" f f

3" f f f f

SEE NOTE 2

1" PL

�" PL

�" SKIN PL

f f 10’-6" f f 11’-4�" f f f f f f f f 1’-9�"

MK. M-8111-3

LOAD ROLLER

MK. M-8111-3

LOAD ROLLER

SCALE:�" = 1’-0"

T

R A

C K

END TRUCK PLAN

R

L L

G

ID

f

C

C

TRUSS

U/S

C

TRUSS

D/S

9�"f f

3’-0" f f f f2’-6�" f f f2’-0" f

TYP

f f f

1"PL

1" PL

f f f

C

C

C

2’-0"f f f f f

U/S TRUSSC

f

W24X104

W40X167 f f

W40X167 f

W40X167

W1OX39

f

C PIN

PLATE

SIDE SEAL

PL (TYP)

1" STIFF

5’-11�"f f

SIDE SEAL PLATE

4"f f

C

TYP

f

TYP

f f f f

TYP

f

TYP

f

TYP

TYP

TYP

TYP

f f f f

F

RECESS

FACE OF

DOWNSTREAM

W1OX39

f

S-7043

S-7043

END TRUCK

TYP

EL. 667.0

W40X167

TYP

3"R

TYP

3"R f f

W8X31 f

VERTICAL

W8X48

W14X145

W8X31

W14X145

W14X120

W14X120

S-7042

S-7043

W40X167

W40X167

G f f f f f f f f f f f f f f f f f f f f f f f f f ffff f f f

C D

U S

S

STIFF PL

1 " f f

CUT 2" X 3" HOLE IN

1" END PLATE ON

GATE TO PASS RUBBER

SEAL THROUGH

W40X167 f f

1" PLS STIFF (TYP)

�" PL

TYP

SIDE SEAL

UT UT

TYP

TYP

f f�" TYP f f f f f f f f f f f f f f f f f f f f f

PL.

1" GUSSET

f

W14X82 f

PL.

1" GUSSET

f

W14X120

S-7043

STIFF. PL

�" X 5" f

TYP

f f f f f f

�" STIFF. PLS.

f f

TYP

f f f f f f f

1" STIFF PL (TYP)

ff f

S-7043 f

W1OX39

f f f f f f f f f

TYP

f f f f f f

�" STIFF. PLS.

f f

TYP

STIFF. PL (TYP)

�" X 5"

TYPf ff f f f f

PL.

1" GUSSET

f f

W14X120

1" PL

TYP

U.T.

f f f f f f f f

TYP

UT

f f f

TYP

UT

f f f

PL.

1" GUSSET

f

TYP

f

TYP

W14X82

(TYP)

1" STIFF PL

f f f f f

(TYP.)

�" END PL.

(TYP.)

�" SKIN PL.

f

TYP

TYP

f

W14

W40X167 (TYP.)

1" PL. (TYP.)

TYP

STIFF PLS

�" THICK

f f

1" f f

1" f f

TYP

f f f f f f f f f

T Y

P

9" f f

TYP.

TYP

TYP

f f f f f f f

(TYP.)

W8X31

(TYP.)

1" END PL.

(TYP.)

W14X145

TYP

f f f

TYP

W14X61

1" DIA. A325 BOLTS (NOTE 1)

APPROX 4" C/C (TYP)

IA

A

B

L T

S

N

O T

E

A P

P R

O X

C

T

Y

P W

P :d m s

L M

O O

S

.d g n

H

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D R

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M A

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:5

L M

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:1

S-7043

L

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B L

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A

IL

S f f f � f

PER USACE APPROVAL.

VARIED TO ACCOMMODATE STIFFENERS

3. HOLE SPACING MAY BE SLIGHTLY

TO BE WELDED ON.

WITH FLANGE OF W10, FILLER PLATE

2. MOUNTING BOLTS MAY INTERFERE

ASTM A325 BOLTS.

FROM THE SHEAR PLANE FOR ALL

1. THREADS SHALL BE EXCLUDED

NOTES:

f f

SHEET M-8111

DWG. S-7042

REFER

DWG. S-7041

TYPE 1 ROLLER

S-7042 S-7043

S-7043 f f f

�" BAR

RECESS

FACE OF

UPSTREAM

S-7043 f

S U

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

0 2’ 4’ 6’

SCALE: �"=1’

0 1’ 2’ 3’

SCALE: �"=1’

0 3" 6"

SCALE: 3"=1’

1’ f

TYP

SEAL

RUBBER

NUT

�" SS

BOLT

�" SS

PL 12"x1"x1’-9�" f f

1" PLATE

f f f

TYPE 2 ROLLER

SHEET M-8111

f

DETAIL

B

S-7038SCALE: �" = 1’-0"

SECTION

SEE NOTE 3

f

SCALE: �" = 1’-0"

DETAIL 4

SCALE: �" = 1’-0"

DETAIL 3

SCALE: 3" = 1’-0"

DETAIL 2

SCALE: 3" = 1’-0"

DETAIL

SCALE: �" = 1’-0"

F

S-7043SCALE: �" = 1’-0"

SECTION G

S-7043SCALE: �" = 1’-0"

SECTION

C

S-7043SCALE: �" = 1’-0"

SECTION

PLATE

TO OVERLAP GUSSET

W8X31, COPE WEB

S-7043

S-7043

S-7043

S-7043

S-7043 s

M A

R

R U

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

D

R T

IF

A L

S O

L

IC

IT

A T

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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

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IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

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

C O

R P

S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

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T

M A

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D E

S C

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IP

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N A

P P

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D A

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C O

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R A

C T N

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C O

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S O

F E

N G

IN

E E

R S

U S

A R

M Y E

N G

IN

E E

R D

IS

T R

IT

T S

B U

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H

IO

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IV

E R

M O

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G O

M E

R Y L

O C

K S A

N D D

A M

D A

M G

A T

E R

E P

L A

C E

M E

W N

B

W

W N

C

"7

2" DIA. STD. PIPE (TYP.)

(MAX)

4’-3�"

4’-3�" 4’-3�"

8’-6�"

10’-6"

5’-3" 5’-3"

4’-0"

4�"

3"

4�"

3"

9"

3’-6"

4’-0"

GRATING TO SIT FLUSH (TYP)

ABOVE PIPE BASE TO ALLOW

GRATING SHALL BE NOTCHED

C8x11.5

C8x11.5

TOE PL 5"x1/2"

WEB OF W14

�" DIA. A325

BOLTS (TYP)

�" DIA. A325

BOLTS (TYP)

BASE PL�"x4"x9"

GRATING

�" x4"x4"

BASE PL

TOE PL 5"x1/2"

GRATING

2" DIA.

DBL X

PIPE POST

(TYP)

TOE PL 5"x1/2"

BARS, 4" O C

�"x3/16" CROSS

BARS AT 1�" C-C

1�" x �" BEARING

BAR ALL AROUND (TYP)

1�" x �" BANDING

SEE PIPE POST

BASE DETAIL

2" DIA. PIPE DBL X POST

BOLTS (TYP)

�" DIA. A325

GRATING

C8x11.5

GRATING

C

C

S P

A N

G R

A T

IN

G

SPAN

GRATING

A

C

B

WALKWAY - PLAN

C

SCALE: �’’=1’-0’’

8’6’4’2’012"

TOP TRUSS

BOTTOM TRUSSC

C

SYM.C

WALKWAY - ELEVATION

SCALE: �’’=1’-0’’

TYPICAL HAND RAIL DETAIL

C

CSECTION

SCALE: �’’=1’-0’’

2’1’06"12"

SCALE: �’’=1’-0’’

C WALKWAY

C CU/S TRUSS D/S TRUSS

C BOTTOM TRUSS

ASECTION

SCALE: �’’=1’-0’’

12" 0 1’ 2’ 4’3’

1DETAIL

SCALE: 3’’=1’-0’’

6’’3’’0 12"

TYP.

PIPE POST (TYP)

BASE DETAIL

SCALE: 3’’=1’-0’’

BSECTION

SCALE: �’’=1’-0’’

TRUSS

W14 UPPER

C

SPAN

GRATING

SCALE: �’’=1’-0’’

TYP.

SCALE: 3’’=1’-0’’

DETAIL

TYP.

OF GATEC

TYPICAL GRATING PLAN

5 PANELS @ 8’-6�" = 42’-10�"

NOT SHOWN

END TRUCK

NOT SHOWN

END TRUCK

IN PLACE (TYP)

FOR HOLDING GRATING

PROVIDE CLAMP BARS

IN PLACE (TYP)

FOR HOLDING GRATING

PROVIDE CLAMP BARS

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S-7044

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S S

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S-7044

S-7045

S-7044

S-7044

S-7044

S-7044

S-7044

S-7044

S-7044

S-7044S-7044

S-7044

P A

S U

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M O

R O

N E

FLOW

F L

O W

C8x11.5

GRATING

2" DIA. STD.

PIPE RAILING

3"x1/4" STRAP

PLs - FIELD WELD

TO DIAGONAL.

CONTRACT SPECIFICATIONS.

9. HAND RAILING ON LIFT GATE SHOULD BE PAINTED AS PER

IN ACCORDANCE WITH ASTM A 123. SEE SPECIFICATIONS.

8. GRATING AND LADDERS SHALL BE HOT DIPPED GALVANIZED

COMPONENTS TO BE ASTM A 36 OR A572 GRADE 50.

7. ALL STRUCTURAL STEEL FOR ANGLE AND CHANNEL

992 GRADE 50, OR A709 GRADE 50 U.N.O.

6. ALL STRUCTURAL STEEL TO BE ASTM A 572 GRADE 50,

5. ALL PIPE STEEL TO BE ASTM A 53 - GRADE B.

4. PROVIDE �" CLEARANCE BETWEEN PANELS.

3. DIRECTION OF BEARING BARS IS SHOWN ON PLAN.

2. ALL PANELS ARE TO BE END BANDED ALL AROUND.

WITH �" BANDING BARS. SEE SPECIFICATIONS

CENTER TO CENTER. CROSS BARS AT 4" CENTERS

AS FOLLOWS: BEARING BARS 1�" x�" SPACED AT 1�"

1. ALL STEEL GRATING SHOWN ON THIS DRAWING SHALL BE

GENERAL NOTES:

s

M A

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AS-AWARDED CERTIFIED FINAL

A S

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A P

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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G O

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K S A

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L A

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W N

B

W

W N

C

2’-0"

1’-4"

8’-6�"

4"

2’-10" 6�"

9"

4�" 4�"

3"3"

2�"

7"

3’-5�"

GRATING

TOP OF

BAR �"x2�"

GRATING

TOP OF

BAR �"x2�"

�" BOLT (TYP)

�" PL. (TYP)

LADDER RUNGS

�" DIA.

PIPE (TYP)

2" DIA. STD.

HAND RAILS

2" DIA. PIPE

FIT I.D. OF PIPE RAILING

INTERIOR SLEEVE TO

AND GRIND SMOOTH

BOTTOM OF RAILING

PROVIDE PLUG WELD IN

THROUGH OUTER SLEEVE.

DRILL �" DIA. HOLES

RAIL SPLICE DETAIL

ASECTION

DETAIL 1

LADDER RUNG DETAIL

C

CHORD

BOTTOM

TYP

PLATFORM PLAN

LOWER TRUSS

C

B

SPAN

GRATING

B

C

NOT SHOWN

END TRUCK

C

C

D S-7045

S-7045

S-7045

S-7045

S-7045

C

C

CHORD

TOP

S-7045

SCALE: �’’=1’-0’’

CLARITY.

SHOWN FOR

BOTTOM SEAL NOT

NOTE: SKIN PLATE AND

R

A S-7045

S-7045

CSECTION

S-7044SCALE: �"=1’-0’

SCALE: �"=1’-0’

SCALE: 3’’=1’-0’’

6’’3’’0 12"

SMOOTH-TYP

GRIND BURRS

SCALE: 1 �’’=1’-0’’

TYP

TYP

LADDER CONN. DETAIL

DETAIL 2

S-7045SCALE: 1 �’’=1’-0’’

SCALE: 3" = 1’-0’

TYP

TYP

LADDER BASE DETAIL

SCALE: 3" = 1’-0’

1" 1"2"

OF PIPE (TYP)

ROUND EDGES

HAND RAIL CONNECTION DETAIL

B S-7045

S-7045

SECTION B

S-7045

SECTION

S-7045

D

SCALE: 1�" = 1’-0’

SCALE: 1�" = 1’-0’

GRATING

TYP

F

TYP

TYP

L6x4x�

F

GRATING CUT FROM L4x4x�

SECTION

S-7045SCALE: 1�" = 1’-0’

L4x4x�

GRATING GRATING

C W8x31C

SECTION

S-7045SCALE: 1�" = 1’-0’

F

PLATE

1" END

PLATE

1" END

F

PLATE

1" END

E

F S-7045

L6x4x�"

V A

R

IE

S

NOT INTERCHANGEABLE.

ON EACH END OF GATE ARE

FOR APPROVAL. LADDERS

PROVIDED BY CONTRACTOR

CONNECTIONS SHALL BE

NOTE: LOCATION OF LADDER

10"x6"x�" BENT PLATE

BENT PLATE

10"x6"x�"

P W

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N S A

N D D

E T

A

IL

S S

H E

E T

L6x4x�"

F

W14x68

F

L6x4x�"

F

L6x4x�"

F

W14x145

F

HAND RAIL

F

HAND RAIL

W14x120

F

W14x68

LADDER LEG (TYP)

PLACED UNDER EACH

�" STIFF PLATE

F

W14x68

W14

F

W8x31

L4x4x�"

F

P A

S U

R A

R

T Y

S Z

K

IE

W F

M O

R O

N E

LADDER

�"x3"

BENT BAR W8x18

SCALE: 3"=1’

3" 6" 9" 12" 1’ 2’0 6"

SCALE:1-1/2"=1’ SCALE:3/4"=1’

0 1’ 2’ 3’

FLOW

s

M A

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AS-AWARDED CERTIFIED FINAL

A S

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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A R

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M O

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G O

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R Y L

O C

K S A

N D D

A M

D A

M G

A T

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E P

L A

C E

M E

W N

B

W

W N

C

BASE PLATE PLAN

UPSTREAM PEDESTAL

BASE PLATE PLAN

DOWNSTREAM PEDESTAL

1" PLATE

1�" PLATE

W18 X 76

W36 X 256

GUSSET PLATE

NON-SHRINK EPOXY GROUT PAD

EXISTING MACHINERY BASE PLATE,

SEE S. MORGAN SMITH CO. DRAWING 4689-AA-2

CONCRETE PIER FACE

EXISTING MACHINERY

SEE GUSSET DETAIL

PEDESTAL SIDE ELEVATION

PEDESTAL END ELEVATION

TYP.

TYP.

TYP.

TYP.

TYP.

4�"�" �"

�" RAD.

GUSSET DETAIL

�" PLATE

BOLTS @ 9" SPACING

1" DIA. A325 HEX HEAD

4’-0�"

2’-3"

2’-3"

SCALE:�’’=1’-0"

SCALE: 1’’=1’-0"

SCALE: 1’’=1’-0"

SCALE: 1’’=1’-0"

SCALE: 1’’=1’-0"

P W

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S-7046

M A

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T A

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IF

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A T

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P A

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T Y

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W F

M O

R O

N E

HOLES (TYP.)

�" DIA. DRILLED

FUTURE HOLES (TYP.)

�" DIA. DRILLED

FUTURE

NOTE:

FIELD DRILLED AT TIME OF INSTALLATION.

BOLT HOLES IN TOP OF PEDESTAL SHALL BE

PLATE TO BE A709 GR 50

W SHAPES TO BE A992 GR 501.

NOTE:

3�" - REFERENCE

8�" REFERENCE

FUTURE MACHINERY

BASE PLATE

FUTURE 12" x �" DIA. HILTI HAS ROD

WITH HILTI RE500 EPOXY ADHESIVE ANCHOR

7" EMBEDMENT LENGHT IN EXISTING CONCRETE

OR APPROVED EQUAL WITH NUTS,

WASHERS AND LEVELING NUTS

2’ 4’0 1’

SCALE:1/2"=1’-0"

SCALE:1"=1’

1’ 2’

FUTURE 1" DIA. A325 HEX HEAD BOLT,

NUT AND WASHER (TYP.)

s

M A

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AS-AWARDED CERTIFIED FINAL

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IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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K S A

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D A

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L A

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W N

B

W

W N

C

C O

M P

R E

S S

IO

N

(ROUNDED EDGES)

CLAMP BAR ST STL

PL�"x8" (CONTINUOUS)

PLATE

�" SKIN

�"x2’-21#2" (CONTINUOUS)

SEAL PLATE

�" PL

�" PL

W.P.

�"x6"

W8

W10X33

FOR DETAIL

SEE DWG. S-7040

1"x3" BOTTOM SEAL

LEGEND:

U.T. - ULTRASONIC TEST

M.P. - MAGNETIC PARTICLE TEST

R.T. - RADIOGRAPHIC TEST

UNLESS NOTED OTHERWISE.

WELDS SHALL BE FULL PENETRATION

1. ALL CONNECTIONS SHALL BE WELDED.

NOTES:

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S-7047

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S

P A

S U

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M O

R O

N E

M.P.

TYP.

SCALE: 3"=1’

3" 6" 9" 12" s

M A

R

R U

AS-AWARDED CERTIFIED FINAL

A S

A W

A R

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A P

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NUMBER

IDENTIFICATION

SHEET

OF ENGINEERS

US ARMY CORPS

D A

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IN

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D E

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D A

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F E

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K S A

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A M

D A

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A T

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L A

C E

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W N

B

W

W N

C

C

TYP.

TYP.

W14CC

DETAIL

SCALE: 3’’=1’-0’’

MAX SPACING 4�"

HEX HD & NUT W/WASHERS

�" DIA. ST STL BOLTS

S-7039

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

TYP.

M.P.

" R ON CORNERS

�" STD PIPE COUPLING

�" STD PIPE PLUG

TACK WELD TO HUB OF WHEEL

1 " DRILL

1 " DRILL

1 " DRILL

2�" RADIUS

�" RADIUS

CASE BRONZE SPRING

SINGLE TYPE BRASS

9�" ID x 11�" OD x 1"

GARLOCK KLOZURE

FOR BUSHING

1" PIPE TAP �" DEEP

(TYP)

�"X1�"

SLOTTED HOLES

(HOLE IS RECTANGULAR)

1"8�"1"

10�"

LOCKING WIRE

SCREWS DRILL HEAD FOR

x 2�" DEEP FOR 1"x3" CAP

DRILL AND TAP 1"-8UNC-2B

POSITION

DOWN WITH TRUCK IN WORKING

IN TRUCK WITH GREASE HOLE

�" DIA. GREASE PORT ASSEMBLE

.0

.0

�" DIA.

SHAFT W/ RADIUSED CORNERS

MACHINE �"X�" GREASE GROOVE INTO

1�"

1�"

1’-4�"

1’-3�"

3�"10�"2"

4�"

3"

1"

1"

4�"

8�"

6�"

1�"

5�"

1�"1�"

1"

1�"1�"

1�" (HOLE)

.5

2�" TYP.

.5

.0

13.938

.5

�" R.

�" R. TYP.

WHEEL ASSEMBLY

END COVERS

PIN

1�" DRILL

2�" DEEP FOR

1"x3" CAP SCREWS

�" STREET ELBOW

ROLLER BEARING ECS 3806

OUTER RACE OF AMERICAN

17�" OD x 9�" ID

BRONZE WASHER

THICK, STRUCTURAL STEEL

13�" OD x 10�" ID x 1�"

RETAINER RING

ROLLER

�" DRILL

ALEMITE FITTING OR EQUAL

�" PIPE TAP- FURNISH

ROLLER PIN

TO STREET ELBOW

BEND AFTER CONNECTING

�" STD PIPE x 1’-3�"

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

EST WT 8.5 LBS EACH

EST WT 34.1 LBS EACH

KEEPER PLATE

SCALE: 6" = 1’-0"

.0

ASTM A36

.2

DIA B.C.

15�

WHEEL

DOUBLE FLANGED

.2

.0

2"

1"R

1"R

1"R

�"R

�"R

MARK M-8110-4 STRUCTURAL STEEL

FOUR COMPLETE WHEEL ASSEMBLIES REQUIRED

SCALE: 3" = 1’-0" MAKE 4 UNIT WEIGHT 51.33 LBS

AS NOTED

FINISH EXCEPT

FOR LOCKING WIRE, 6 LOCATIONS

SCREWS 1" THREAD DRILL HEAD

SPACED FOR �"-10UNC-2A x 2�" CAP

DRILL SIX �" DIA HOLES EQUALLY

10" DIA. B.C.

11�" DIA. B.C.

AS NOTED

FINISH EXCEPT

.0

.0

.0

.0

DRILL AND TAP

1-8 UNC-2B x

+.000"

-.001"

+.001"

-.000"

MARK M-8110-2 ASTM A276 TYPE 302

MAKE 4 UNIT WEIGHT 254.51 LBS

�" STREET ELBOW

FOR �" PIPE TAP, FIT

GREASE GROOVE, TAP

DRILL TO INTERSECT

MARK M-8110-1 ASTM A504 CLASS C, MULTI-WEAR

MARK M-8110-5 WROUGHT STEEL

.0

.0

.0

.0

.0

.0

REQ’D 6 EST WT 62 LBS EACH

FINISH A.O.

REQ’D 1

REQ’D 6

REQ’D 1

REQ’D 2

REQ’D 2

REQ’D 2

�" LUBRICATION TUBE ASSEMBLY

BRONZE FLAT HD CAP SCREWS

AMERICAN ROLLER BEARING ECS 3806

GARLOCK KLOZURE COMPOSITION #2648

WASHER ASTM B22 C93700

RETAINER RING ASTM A36

WHEEL ASSEMBLY

FOR ONE COMPLETE

P W

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M-8110

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C K A

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L A

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O L L E

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A

IL

S

+/-.000"

ASTM A148 CLASS 150-135

WITH HOLE IN INNER RACE

ASSEMBLE SO THAT GROOVE IN PIN LINES UP

0 3" 6"

SCALE: 3"=1’

1’

0 3"1"

SCALE: 6"=1’

6"

FN1 PRESS FIT W/ ROLLER

C93700, 2.503" – .001 DIA AFTER

BRONZE BUSHING, ASTM B22

MAKE 12 UNIT WEIGHT = 3 LBS

ASTM A36

MARK M-8110-6 STRUCTURAL STEEL

MAKE 6 UNIT WEIGHT 10.5 LBS

MARK M-8110-7 ASTM A276 TYPE 304

MAKE 4 UNIT WEIGHT 51.33 LBS

ASTM A36

MARK M-8110-3 STRUCTURAL STEEL

11.55 LBS

MARK M-8110-8, 4 REQ’D EST WT

CONCENTRIC W/ ID WITHIN 0.002" T.R.

8.003" ID x 2" – " Lg. OD

STAINLESS STEEL RING 9.500" OD x

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BRONZE FLAT HD CAP SCREWS

x 1�" DP FOR �" x 1�"

DRILL AND TAP �"-11 UNC-2B

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FOR 1" DIA. CAP SCREW (TYP)

DRILL AND TAP 1"-8UNC-2B x 2" DEEPFOR 1" DIA. CAP SCREWS (TYP T&B)

DRILL AND TAP 1"-8UNC-2B x 2" DEEP

2" 2"

7"

1.000"

FIT WITH A 1" DIA. x 2" LG. DOWEL

FOR A 0.005" TO 0.001" INTERFERENCE

DRILL 1" DIA. x 1�" DEEP

3"3"

1’-5"

8�"8�"

"5

2’-0"

4�"1’-2�"4�"

5�" 5�"

1’-3"

7" DIA

1�"

2" 2"

3�"3�"

1�" (TYP)

HOLES (TYP)

�" DIA.

(SHIMS TYP)

1"1’-2�"2�"

(TYP)

�" PL.

1�" 1�"

1’-3�"

1’-0�"

2" 1" 7�"

4�" 2" 1"

1�"1�"

6�"2�" 1"

(SHIMS TYP)

HOLES (TYP)

�" DIA.

(TYP)

�" PL.

MK. M-8110-5

Ø

Ø

2�"

1�"�"

1 13/16 HEX HEAD

1"-8UNC-2A

FINISH ALL OVER

FOR MARK M-8111-7 (TYP)

DRILL AND TAP 1"-8UNC-2B x 2" DEEP

SCALE: 1�" = 1’-0"

CLIP ANGLE

UPSTREAM BEARING PLATE DOWNSTREAM BEARING PLATE LOAD ROLLER

4�" 3" 4�"

3"

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125NOTE: FINISH ALL OVER

125NOTE: FINISH ALL OVER

125NOTE: FINISH ALL OVER

ROLLER KEEPER

2�" R., TYP.

CAP SCREW, TWO PLACES

1" x 2�" LG. HEX HEAD

DRILL THRU 1 �" FOR

+0.000"

-0.015"

+0.001"

-0.001"

125NOTE: FINISH ALL OVER

7"

7.005" + 0.001" SLOT

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L8x4x�"

0 1’ 2’

SCALE: 1"=1’

1’ 2’0 6"

SCALE: 1�"=1’

0 3" 6"

SCALE: 3"=1’

1’

0 3"1"

SCALE: 6"=1’

6"

PLAN

C

C

SCALE: 1�" = 1’-0"

TYP.

SCALE: 1�" = 1’-0"

GUIDE ROLLER TYPE 2

SIDE VIEW

SIDE VIEW

SCALE: 1�" = 1’-0"

GUIDE ROLLER TYPE 1

C

C

SCALE: 1�" = 1’-0"

PLAN

TYP.

C

C

12 REQUIRED

WITH 125 FINISH,

OD x 2�" ID x�"

BRONZE WASHER 5�"

ASTM B 22 93700

12 REQUIRED

WITH 125 FINISH,

OD x 2�" ID x�"

BRONZE BUSHINGS 5�"

ASTM B 22 93700

MK. M-8110-5

SCALE: 3" = 1’-0"

4 REQ’D UNIT WEIGHT 174 LBS

MARK M-8111-1 AISI-SAE 1045

SCALE: 3" = 1’-0"

4 REQ’D UNIT WEIGHT 360 LBS

MARK M-8111-2 AISI-SAE 1045

SCALE: 3" = 1’-0"

4 REQ’D UNIT WEIGHT 174 LBS

MARK M-8111-3 ASTM A504, CLASS C, MULTI-WEAR

SCALE: 6" = 1’-0"

8 REQ’D UNIT WEIGHT 5.7 LBS

MARK M-8111-4 AISI-SAE 1045

X REQ’D UNIT WEIGHT 40.1 LBS

MARK M-8111-5 (BRACKET) STRUCTURAL STEELX REQ’D UNIT WEIGHT 29.3 LBS

MARK M-8111-6 (BRACKET) STRUCTURAL STEEL

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FIT WITH 1" DOWELS (TYP)

FOR A 0.0005" TO 0.001" INTERFERENCE

DRILL 1" DIA. X 1" DEEP

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FOR MARK M-8111-7

1�" X 2" SLOT

SHOULDER BOLT

MARK M-8111-3

M-8111-A

SCALE: N.T.S.

8 REQ’D MAKE FROM 1�" HEX. STOCK

MARK M-8111-7 ASTM F593, 410 S.S.

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1�"

1’-2�"

9.625"

1’-10"

1’-4"

3" 3"

C O

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7�"

.6

1"

5�" 5�"

11�"

1’-11�"

1’-6�"

1’-2�"2"

1"

�" NOM.

2"

1�"

�" MACHINE

1’-9�" – "

1’-9fl"

1"

1’-5.531"

AS-AWARDED CERTIFIED FINAL

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M-8112-11

LIST OF PARTS NOT DETAILED

DESCRIPTION MATERIALMARK NO REQ’D USED WITH

HOT DIPPED GALVANIZED STEEL

M-8112-10 M-8112-12 �" BUTTON HEAD GREASE FITTING ALEMITE A1190 OR EQUAL

�" PIPE PLUG

8 1 �"-6 UNC-2A x 3" LG. H.H.C.S ASTM A193, Gr. B7

8 1 �" HELICAL SPRING LOCK WASHER

0 3"1"

SCALE: 6"=1’

6"

0 3" 6"

SCALE: 3"=1’

1’

M-8112-12

M-8112-13

M-8112-1

M-8112-2

M-8112-2, -12

TYP

LINEBORE

SCALE: 3" = 1’-0"

TYP

SPROCKET YOKE DETAIL

SCALE: 3" = 1’-0"

SPROCKET PIN

NOTE: FINISH UNLESS OTHERWISE NOTED.125

x 45° BOTH ENDS

CHAMFER �"

�" R., TYP.

TWO PLACES

DRILL �" DIA. TO INTERSECTION

DRILL THRU �" DIA.

SCALE: 3" = 1’-0"

KEEPER PLATE

NOTE: CHAMFER ALL CORNERS AND EDGES �"

NOTE: FINISH UNLESS OTHERWISE NOTED.125

BOTH ENDS.

PIPE PLUG

TAP FOR �"

5�" DEEP &

DRILL �" DIA.

�" x 45°

CHAMFER

+0.010"

-0.000"

.0

.0

DETAIL 1

SCALE: 6’’=1’-0’’

�" R., TYP.

ALLOWANCE

+0"

1" PLATE, TYP.

FOR CONTINUATION

SEE DWG. S-7042

CJP, TYP

+0.003"

-0.000"

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Mk. M-8112-10

GREASE FITTING

TAP �" NPTF FOR

TO INTERSECTION

DRILL �" DIA.

M-8112

MAKE 2 UNIT WEIGHT 474 LBS

MARK M-8112-1 AISI 1045

FOUR PLACES

FOR MK. M-8112-12

1 �"-6UNC-2B

DRILL THRU AND TAP

M-8112

MAKE 4 UNIT WEIGHT 20 LBS

MARK M-8112-2 ASTM A572, Gr. 50

TWO PLACES FOR MK. M-8112-12

DRILL THRU 1�" DIA.

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.0

B .005

BORE CENTERLINE

MATCHING SURFACE

104’-4�" – �" TO

1.

NOTES:

SEE NOTE 1

TO – 0.005" OVER WIDTH OF YOKE.

LINEBORE SHALL BE PARALLEL TO HORIZONTAL

2.

3.

4.ALL WELDING SHALL BE DONE PRIOR TO ANY MACHINING.

QUANTITIES SHOWN ARE FOR ONE (1) GATE.

THE LINEBORE, SEE DWG. S-7042.

FOR THE VERTICAL AND HORIZONTAL LOCATION OF

6. FABRICATOR TO VERIFY TOLERANCE.

DESIGN DETAILS.

5. SEE REFERENCE DRAWINGS FOR SPROCKET

h4ecnerl Text Box NOTE: THE STACKING ARRANGEMENT OF CHAIN COMPONENTS ARE SHOWN INCORRECTLY IN THE PLAN VIEW ABOVE. THE CORRECT ARRANGEMENT IS SHOWN IN THE ELEVATION VIEW BELOW.