A02._REFERENCE_DRAWINGS_Lock_16.pdf

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NOTE: WALKWAY NOT SHOWN FOR CLARITY

GENERAL UPSTREAM ISOMETRIC

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PINTLE ASSEMBLY

BOTTOM GIRDER

STRUT HOOD

MITER GUIDE

QUOIN GIRDER

LIFTING ASSEMBLY

BUMPERS

BEARING CASTINGS

MITER GIRDER

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GENERAL DOWNSTREAM ISOMETRIC

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SKIN PLATE

FENDERS

MITER SEAL

BOTTOM GIRDER

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LIFTING ASSEMBLY

BEARING CASTING

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" BETWEEN BEARINGS8

361'-5

20'-0""16 131'-1

"16

111'-8 10 SP @ 4'-10" = 48'-4"

BEARING BEARING

> PIN > PIN

> QUOIN GIRDER

> PINS

> MITER GIRDER

MITER

UPSTREAM

DOWNSTREAM

"16 111'-8

4'-10" 4'-10"

> VERTICAL > VERTICAL

4 40

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PLAN

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QUOIN

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4 40

SCALE IN FEET

‚" WELD BEAD

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STIFFENER

LONGITUDINAL

"L" FOR LEFT LEAF

3"

TYP

TYP

1" SPACE

4 40

SCALE IN FEET

DOWNSTREAM ELEVATION - TOP GIRDER FLANGE

A

SECTION

1 5 2

QUOIN MITER

"8 343'-4

9'-11" "16 153'-2 "8

723'-7 "16 138'-9

"8 35'-8 "8

35'-810 SP @ 4'-10" = 48"-4"

"8

GATE DESIGNATION PLATE

"8 32'-4 4'-10" 4'-10" 4'-10" 4'-10" 4'-10" 2'-4"4'-10"

B S105 S108

"8

PL‚"x4'-0"x1'-0"

R

US

"16 513'-6

"16 33 "2

13'-9

6"

4'-4"

6"

7 SP @ 6•" 8 SP @ 6•"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

4'-4"

8 SP @ 6•"

6"

1'-3"

6"

9'-2"

6"

9'-2"

6"

"16 31'-3

"16 51'-3 "16

111'-3

11"

S105 S106 S105 S107 S105 S106

S105 S106

S105 S106

UPSTREAM (COMPRESSION SIDE)

DOWNSTREAM (TENSION SIDE)

FLANGE PL. 2•"

STIFFENER PL. •"

TRANSVERSE

STIFFENER PL. •"

LONGITUDINAL

FLANGE PL. 1"FLANGE PL. 1"

FLANGE PL. 1"

FLANGE PL. 2•"

WEB PL. 1•"

WEB PL. 1"

W.P.

T O

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D E

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= 2'-3"

4 SP.@ 9"

Ž" DIA. HOLES

"16

"8

END PL.

FACE OF FLANGE AND GIRDER

INTERSECTION OF DOWNSTREAM

M

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PLAN - TOP GIRDER (FRACTURE CRITICAL MEMBER)

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GATE DESIGNATION

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INTERMEDIATE DIAPHRAGM.

2. CENTER BETWEEN TRANSVERSE STIFFENER AND

PROVIDED IN SPECIFICATION SECTION 35 20 16.33.

1. THE DESIGNATION NUMBER FOR EACH LEAF IS

NOTE:

AND/OR CURVED GEOMETRY.

BE PERMITTED AT CHANGES IN PLATE THICKNESS

PERMITTED. FLANGE AND WEB SPLICES SHALL

NOTE: SPLICING OF THE TOP GIRDER SHALL NOT BE

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8"

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3 REQUIRED PER LEAF, 6 PER SET

DIAGONAL ACCESS COVER PLATE

1 10

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FOR 1" BOLTS

1ˆ" HOLES

S-105 S-107

DETAIL 1 10 2

SCALE IN FEET

GIRDER

> VERTICAL

> GATE

BEAM

> VERTICAL

PL •"

STIFF.

US

DS

5 SP @ 4"

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HOLE 1'-0" X 2'-0"

DIAGONAL ACCESS

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WEB PL 1"

2.5

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1 10 2

SCALE IN FEET

TOP GIRDER UPSTREAM FLANGE PLATE

1ˆ" HOLE, TYP

PLATE DETAIL

1 10

SCALE IN FEET

MK S107-2 (1 REQUIRED PER LEAF, 2 PER SET)

VIEW ON GATE

S-153 FOR ELEVATION

NOTE: SEE SECTION E ON

FOR 1" BOLTS

1ˆ" HOLES

3"

3"

"2

9 1'-8"

"2

"2

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"4

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76""2

1'-5

4" 4"

3"

"16

8'- "2

"16

8'-

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2'-6"8

84'-9"

"16 72'-6 "2

"16 152'-6

2"

"16

2'-6

"8

6 1'-6"

R

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DETAIL 1 10

SCALE IN FEET

R

PL. 2•"

UPSTREAM FLANGE

TO MEET GIRDER END PL.

BEVEL AT END OF PLATE

"4

5"4

58""4

5"4

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91'-8"

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1ˆ" HOLE

4"

1ˆ" DIA. HOLE

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DOWNSTREAM ELEVATION

BOTTOM GIRDER WELDMENT

MK S116-1

2 20 4

SCALE IN FEET

61'-4Ž"

A S-116 S-117

"8 11'-6

60'-0•" (DOWNSTREAM FLANGE)

59'-0" (UPSTREAM FLANGE)

"8 55 "8

31'-

6"

HOLE DETAILS, SHEET S-118.

SEE UPSTREAM FLANGE BOLT

FOR HOLE SIZE AND SPACING

NOTE:

2'-1"

R

MITER QUOIN

R

2'-7"

SEE SHEET S-118

DOWNSTREAM FLANGE PL. 1•",

2'-5" (TYP.) "8

51'-5

> 2" DRAIN HOLES}

10 SPACES @ 4'-10" = 48'-4" 4'-10" "16

71'-10

> QUOIN GIRDER

POST

> MITER

2'-5"

HOLE DETAILS, SHEET S-118.

SEE DOWNSTREAM FLANGE BOLT

FOR HOLE SIZE AND SPACING

NOTE:

A

"8 31'-

"8 31'-

(TYP.)

PL. •"x8"

STIFF.

(UPSTREAM FLANGE)

PL. 1ƒ"x9•"

BEAM LOCATION

TYPICAL VERTICAL

GIRDER LOCATION

TYPICAL VERTICAL

MK S119-1MK S119-2MK S119-1

(DOWNSTREAM FLANGE)

PL 1•"x1'-6"

MK S118-1

SILL BEARING PL. 1„",

COVER PLATE MK S119-1 COVER PLATE MK S119-2 COVER PLATE MK S119-1

WEB PL. 1"

WEB PL. 1"

MK S118-1

SILL BEARING PL. 1„",

SEE SHEET S-118

UPSTREAM FLANGE PL. 1ƒ", HOLE, TYP.

4" DRAIN

S-116

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PL. 1" (WEB)

S-116 S-117

S-116 S-117

S-116 S-117

S-116 S-117

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ENLARGED BOTTOM GIRDER PLAN

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PL. 1ƒ"

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PL. •"

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SCALE IN FEET

DETAIL DETAIL DETAIL

"2 13"2

7"

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33 4" 4"

5"

"4 34"2

5"

"8 31'-5

> QUOIN GIRDER

7"

PL. 1"

PL. 1•"

"2

6"

A C

A C

MK S118-1

PLATE

SILL BEARING

PL 1" (TYP.)

1"R

1"R

PL 1ƒ"x9•" (TYP.)

MK S118-1

PLATE 1„"

SILL BEARING

S-117

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(TYP.)

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(TYP.)

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2"

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1'-4

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UPSTREAM FLANGE

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S116 S117

S116 S117

S116 S117

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SECTION

COVER PL •"

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EDGE OF

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FOR BOTH SIDES

FLAT, TYPICAL

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IA

L O

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S

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E R G

A T

E R

E P

L A

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M E

N T

ENLARGED BOTTOM GIRDER PLAN

DETAIL5

S116 S117

(TYP.)

1ˆ"

"2

7"

1 10

SCALE IN FEET

A S116 S117

BOLTS

COUNTERSUNK

HEAD DRIVE

SOCKET

ASTM A449

1.125 , TYP.

BODY BOLTS

HOLES FOR TURNED

1.125

-0.004

+0.000

W E

K -1

-R -0

(TYP.)

HOLES

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

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S

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IT

T E

D B

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P L

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C A

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P L

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A T

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C O

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S

C K I S

L A

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IL

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IN

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IS

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C K I S

L A

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IS

T R

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A R

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O R

P S O

F E

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IN

E E

UPSTREAM FLANGE BOLT HOLE DETAILS

ELEVATION

ELEVATION

DOWNSTREAM FLANGE BOLT HOLE DETAILS

DOWNSTREAM FLANGE.

BEARING PLATE TO THE

FOR CONNECTING THE SILL

NOTE: USE COUNTERSUNK BOLTS

ELEVATION

SILL BEARING PLATE

(1 REQUIRED PER LEAF, 2 PER SET)

MK S118-1

ELEVATION

ELEVATION

4 40

SCALE IN FEET

4 40

SCALE IN FEET

6 SP @ 6"= 9 SP @ 6"= 6"=

3 SP @

9 SP @ 6"= 9 SP @ 6"= 9 SP @ 6"= 9 SP @ 6"= 6 SP @ 6"=9 SP @ 6"= 6"=

3 SP @

6"=

3 SP @

6"=

3 SP @

6"=

3 SP @

6"=

3 SP @

11 SP @ 6"= 11 SP @ 6"=

1ˆ" - 24 HOLES 1ˆ" - 24 HOLES 1ˆ" - 14 HOLES

SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"

"2 160'-0

3""

6""4

"4

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2 15 "2

"2

"2

"2

"2

"2

"2

"2

6" "4 31'-2

3'-0" 1'-6" 4'-6" 4'-6" 1'-6" 5'-6" 1'-6" 4'-6"

59'-0"

4'-6" 1'-6" 5'-6" 1'-6" 4'-6" 4'-6" 1'-6" 3'-0"

3"5"4"4"4"5"5"4"4"5" 4"4" 5"4"4"5"

3"

ELEVATION

SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"SP @ 6" SP @ 6"

60'-0"

3"

6""4

"4

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2

"2 15 "2

"2

"2

"2

"2

"2

"2

"2

6" "4

PL 1„"

"4 326"

2'-7"

R

1'-10" 3"

R

1'-10" 3"

DOWNSTREAM FLANGE.

BEARING PLATE TO THE

FOR CONNECTING THE SILL

NOTE: USE COUNTERSUNK BOLTS

PL 1•"

PL 1ƒ"

Ž" TYP

Ž" TYP

Ž" TYP

BOLTS, TYP

COUNTERSUNK

BORED FOR ƒ"

Ž" HOLES

4 40

SCALE IN FEET

S-118

F R J

E O J

M L L

R A

L

B O

T T

O M G

IR

D E

R I

II

Ž" - 56 HOLES Ž" - 56 HOLES Ž" - 56 HOLES

3 HOLES

1ˆ" -

2 HOLES

1ˆ" -

M

IS

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IS

S

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IV

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P O

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L O

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S

W E

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-R -0

ID

Sheet

S O

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D W

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Y

C K

D B

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N E

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D E

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S

C K I S

L A

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IL

L

IN

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IS

R O

C K I S

L A

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P S O

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IN

E E

"2 11 4" 4" "2

13'-3"

3 SP @ 6" = 1'-6" 9 SP @ 6" = 4'-6" 9 SP @ 6" = 4'-6" 3 SP @ 6" = 1'-6"

"2 11 4" 4" "2

13'-3"

3 SP @ 6" = 1'-6" 9 SP @ 6" = 4'-6" 9 SP @ 6" = 4'-6" 3 SP @ 6" = 1'-6"4"

4"

"16 12 "8

74 "16 12 2" 10" 2"

1'-5"9""2 13'-101'-2""2

13'-109"1'-5"

"16 12 "8

74 "16

1'-5"9"4'-1"9"4'-1"9"1'-5"

T Y P

R

T Y P

R

MIDDLE PLATE MK S119-2

OUTER PLATES MK S119-1

(1 REQUIRED PER LEAF, 2 PER SET)

MK S119-2

(2 REQUIRED PER LEAF, 4 PER SET)

MK S119-1

Ž

Ž

1̂

1 10

SCALE IN FEET

UPSTREAM FLANGE COVER PLATES

PL •"

PL •"

S-119

F R J

E O J

M L L

R A

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B O

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IR

D E

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V

M

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S

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S

IP

P I

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/1

A S S

H O

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H T I

N D

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D E

N T C

O M

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E R G

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L A

C E

M E

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W E

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-R -0

ID

Sheet

S O

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A T

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F

IL

E N

A M

E

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

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IP

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M A

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

S I

D

R O

C K I S

L A

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IN

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C K I S

L A

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U .S

A R

M Y C

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P S O

F E

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IN

E E

DS US

DS US

USDS

DS US

2 20

MK S-130-2

BRACKET ANGLE

MK S-126-2

BEAM END ANGLE

MK S-326-1

VERTICAL BEAM

MK S-326-1

VERTICAL BEAM

MK S-126-2

BEAM END ANGLE

MK S-131-1

LOWER BRACKET

VERTICAL BEAM

MK S-130-2

BRACKET ANGLE

MK S-128-1

GIRDER END ANGLE

SEE S-105

TOP GIRDER

MK S-130-2

BRACKET ANGLE

MK S-131-2

UPPER BRACKET

VERTICAL GIRDER

MK S-327-1

VERTICAL GIRDER

MK S-327-1

GIRDER

VERTICAL

MK S-128-2

GIRDER END ANGLE

SEE S-116

BOTTOM GIRDER

SEE S-332

SKIN PLATE

SEE S-332

SKIN PLATE

SEE S-116

BOTTOM GIRDER

SEE S-105

TOP GIRDER

MITER ENDS

NEAR QUION AND

S-130-3 AND S-130-4

MK S-130-1 (TYPICAL)

UPPER BRACKET

VERTICAL BEAM

SEE S-332

SKIN PLATE

SEE S-332

SKIN PLATE

F R J

E O J

M L L

R A

L

A SECTION

S301 S125

B SECTION

S301 S125

2 20

M R

/0

/1

A S S

H O

W N

M

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S

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S

IP

P I

R

IV

D G

IR

D E

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T Y

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A L B

E A

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M R

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M

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C A

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IN

E

IA

L O

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S

M

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E R G

A T

E R

E P

L A

C E

M E

FOR CLARITY

DIAGONALS NOT SHOWN

W E

K -1

-R -0

APPROVED FILLER MATERIAL.

PLATE VERTICAL JOINTS WITH AN

GIRDER AND BEAM FLANGES AT SKIN

SURFACE BETWEEN THE BOTTOM

SEAL OPENING IN THE DAMMING

APPROVED FILLER MATERIAL.

PLATE VERTICAL JOINTS WITH AN

GIRDER AND BEAM FLANGES AT SKIN

SURFACE BETWEEN THE BOTTOM

SEAL OPENING IN THE DAMMING 11

J

J

U L

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M O

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D A

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Sheet

S O

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F

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A M

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D W

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Y

C K

D B

Y

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S

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US Army Corps of Engineers

US Army Corps

P R

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C T C

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

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A N

S

C K I S

L A

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P S O

F E

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E E

TOP

1'-‡"

3" 3‹"

TOP

BOTTOM

TOP

BOTTOM

4‰"4‰"

R

USDS

2•" ƒ

R

BOTTOM

ƒ

TYPICAL BEAM END ANGLE

3""16

5•"4"5"4"

"8 71'-0

1 10

SCALE IN FEET

1 10

SCALE IN FEET

1 10

SCALE IN FEET

1 10

SCALE IN FEET

2'-•"

1'-10Œ"

1'-9Œ"

DETAIL

DS SIDE

DETAIL

US SIDE

DETAIL

ƒ

S

1'-7ƒ"

1…"

1ˆ"

Š

Ž

4"4•"4•"4" L 6"x6"x•"

1'-7ƒ"

1…"

1ˆ"

Ž

Š

1 10

SCALE IN FEET

4"9"4"

(28 REQUIRED PER LEAF, 56 PER SET)

MK S126-2 ASTM A36

(4 PER LEAF, 8 PER SET)

MK S126-3 ASTM A36

HOLES

}Ž"

HOLES

}1ˆ"

HOLES

}1ˆ"

HOLES

}1ˆ"

SLOTTED HOLES, TYP.

1ˆ"x1Š" TRANSVERSE

SLOTTED HOLES, TYP.

1ˆ"x1Š" TRANSVERSE

BOTTOM END ANGLE @ END JACKING BLOCKS

M R

F R J

E O J

/0

/1

A S S

H O

W N

M L L

R A

L

M

IS

S

IS

S

IP

P I

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IV

E R

2„"

HORZ LEG

VERT LEG

L 6"x6"x•"

HORZ LEG

VERT LEG

3‡"

"8 31'-10

4"5"4""8

D E

T A

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3…"4"5"4"3…"

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3…"4"5"4"3…"

QUOIN END

3" FOR TOP

(TYP)"4

H E

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H T I

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S326 S126

S326 S126

W E

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

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E

A N

S I

S-150

C K I S

L A

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IL

L

IN

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R O

C K I S

L A

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IS

T R

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A R

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P S O

F E

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R S

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IS

S

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IV

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1 10

SCALE IN FEET

1 10

SCALE IN FEET

E C

T

IO

N S

G U

D G

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N H

O O

D E

L E

V A

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2•

6‡"

1'-0"

1 10 2

SCALE IN FEET

1 10 2

SCALE IN FEET

6'-9"

4'-3„" PL.2•"x18"

PL.1•" WEB

3" x 1" DEEP ƒ" DIA. BOLTS

PIN PLATE FOR

DRILL AND TAP

MK S153-1

GUDGEON PIN

8…"

MK S153-7

KEEPER BAR

3'-8‡"

MK S107-1

1'-11„"

2'-11„"

Š

Š

Š

Š

F S150 S153

E S150 S153

MK S151-3

V

R T I

C A

L

MK S151-2

MK S151-1

N

MK S152-1

MK S151-3

MK S152-3

MK S151-2

MK S153-1

MK S153-7

MK S152-2

MK S151-1

G

R D

E

Q

O I

N

C

C

SECTION

DOWNSTREAM ELEVATION GUDGEON HOOD

F R J

E O J

M L L

R A

L

MK S152-3

MK S152-1

MK S151-3

MK S152-2

MK S151-1

MK S151-2

PL. 1"x2'-0"x1'-0•"

MK S151-3

PLAN GUDGEON HOOD (FRACTURE CRITICAL MEMBER)

DOWNSTREAM ISOMETRIC - GUDGEON HOOD

PL. •"x3"x1'-0•"

M R

/0

/1

A S S

H O

W N

L O

C K

S

MK S152-5

MK S152-6 MK S152-7

M R

S -1

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IG

H T I

N D

E P

E N

D E

N T C

O M

P O

N E

N

L T

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M

U S

C A

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IN

E

IA

M

IT

E R G

A T

E R

E P

L A

C E

M E

N T

"8 52'-0"2

14"4 11'-0 "2

14"2 14"2

14"2

"8 51'-5"2

14"2 14"2

144"

W E

K -1

-R -0

F R J

J

U L

B

T J

J

U L

Y

M

O D E

D R

E V

IS

E D D

O W

N S

T R

E A

M S

ID

E P

L A

T E M

O D

E L

MK S153-1 SHALL BE SHIPPED LOOSE.

INSTALLED FOR SHIPPING.

3. MK S153-7 AND MK S153-8 SHALL BE

NOT SHOWN FOR CLARITY.

TOP GIRDER, GREASE LINE AND WALKWAY2.

ARE IN TENSION.

PIN, KEEPER BAR AND RINGS/COLLARS

COMPONENTS EXCEPT FOR THE GUDGEON

CRITICAL MEMBER (FCM). ALL

THE GUDGEON HOOD IS A FRACTURE1.

NOTES:

M O

D E

D A

D D

E D N

O T

E T

O D

O W

N S

T R

E A

M I S

O M

E T

IC

S

S-151

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

M

IS

S

IS

S

IP

P I

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IV

D G

E O

N H

O O

D S

E C

T

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N3

8…"

1'-0"

5•"4•"

2'-2‰"

3'-9•"

R

T Y P

+0.008

-0.000

Ž

2"

1'-2„"

PL. 2" PL.•"

1'-7•"1'-4•"3†"

8…" 5'-8ƒ"

PL. 2"

+0.008

-0.000

1'-0"

4'-6"

R

8…"

4'-5‡"

2"

T Y P

BOLTS x 1" DEEP

PIN PLATE FOR ƒ"

DRILL & TAP TOP 10"

10"

MK S151-3 (1 REQUIRED PER LEAF, 2 PER SET)MK S151-2 (1 REQUIRED PER LEAF, 2 PER SET)MK S151-1 (1 REQUIRED PER LEAF, 2 PER SET)

TYP.

6"

HOLES

1ˆ"

4…"

3"

T Y P

8"

HOLE

3"

THREAD BOLTS

•" COARSE

DRILL & TAP FOR

1 10 2

SCALE IN FEET

1 10 2

SCALE IN FEET

1 10 2

SCALE IN FEET

TOP PIN PLATE DIAGONAL PLATE BOTTOM PIN PLATE

D

E T

A

IL

S I

F R J

E O J

M L L

R A

L

M R

/0

/1

A S S

H O

W N

3 SP. @ 4 1/2" = 1'-1•"

3 SP. @ 4 1/2" = 1'-1•"

1'-5²"

Ž"

M R

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D G

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E P

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M E

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H E

IG

H T I

N D

E P

E N

D E

N T C

O M

P O

N E

N T S

L O

C K

S

W E

K -1

-R -0

FOR ƒ" BOLTS 1" DEEP

DRILL AND TAP TOP PIN PLATE

MK S153-7

MK S152-2

2-1/4" RINGS, MK S153-4

GUDGEON PIN, MK S153-1

US

1…"3'-8„"2•"

DS

MK S152-1

A325 ƒ" CAP SCREWS

MK S153-8

B A

R S

A N

C H

O R

A G

E

1 10

SCALE IN FEET

F SECTION

3-1/8" RINGS, MK S153-5

MK S107-1

MK S151-1

FLANGE

DOWNSTREAM

TOP GIRDER

S151

NOTE: GREASE LINE NOT SHOWN FOR CLARITY

UPPER COLLAR, MK S153-2

LOWER COLLAR, MK S153-3

S150

MK S152-2

MK S151-2

US DS

MK S151-1

MK S152-1

UT

CJP

STIFF.

•" PL.

TYP.

•" R.

CJP

UT

TYP.

Š

Š

MK S107-2

CJP

UT

MK S151-1

MK S151-3

E SECTION

S150 S151

1 10

SCALE IN FEET

1 1

J

J

U L

Y

"4

1/4" R ON EDGES

ON TOP SURFACE.

X 3/4" WIDE

1 3/4" DEEP

CHAMFER

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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®of Engineers

US Army Corps of Engineers

US Army Corps

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L A

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GUDGEON EYE BOLT

G U

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SECTION

A

SECTION

B

2.250"

0.250"0.250"

KEEPER BAR

TOP OF

GUDGEON PIN

ƒ" ƒ

2•"

LIFTING NOTCH

9"

3"3"

R

2"

STAINLESS STEEL, AISI TYPE 304

STAINLESS STEEL, AISI TYPE 304

FORGED STEEL

NOTE: FINISH ALL SURFACESNOTE: FINISH ALL SURFACES

D I

A ƒ

DIA

1ƒ"

BORE

1'-1" 1'-1"

MK S153-5 (3 REQUIRED PER LEAF)

HOLES (TYP)

Ž" DIA.

MK S153-2 (1 REQUIRED PER LEAF, 2 PER SET)

MK S153-3 (1 REQUIRED PER LEAF, 2 PER SET)

MK S153-6 (1 REQUIRED PER LEAF, 2 PER SET) MK S153-7 (1 REQUIRED PER LEAF, 2 PER SET)

(3 SPARES INCL. IN , 9 PER SET)

MK S153-4 (2 REQUIRED PER LEAF, 4 PER SET)

4 40 8

SCALE IN INCHES

B

A

P E

R

W E

R

4 40 8

SCALE IN INCHES

GUDGEON PIN KEEPER BAR

ˆ

10̂

F R J

E O J

M L L

R A

L

D

E T

A

IL

S

THDS- 1ƒ - 5UNC

GUDGEON UPPER COLLAR

GUDGEON LOWER COLLAR

‚" GUDGEON RING

„" GUDGEON RING

CAP SCREWS

FORGED STEEL ASTM A-668, CLASS D

FORGED STEEL ASTM A-668, CLASS D

MK S153-8 (6 REQUIRED PER LEAF, 12 PER SET)

M R

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A S S

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ASTM A325/A449 GALVANIZED

W E

K -1

-R -0

T Y

P I

C A

L

W E

R

* LOCKS 13, 14, 17, LAGRANGE AND PEORIA

F R J

GUDGEON PIN

1 10

SCALE IN FEET

ANTI-SEIZE COMPOUND

COAT SURFACE WITH

(KEEPER BAR)

SLOT FOR MK S153-7

ANTI-SEIZE COMPOUND)

EYE BOLT (FILL WITH

DRILL & TAP FOR 1ƒ" ƒ

1ƒ - 5UNC

THREADED

FOR 1ƒ" DIA.

DRILL AND TAP

MK S153-1 (1 REQUIRED PER LEAF, 2 PER SET)

TYPICAL PIN EXCEPT FOR TYPE 2 LOCKS

MINIMUM BRINELL HARDNESS: 280

MINIMUM YIELD STRENGTH: 90 KSI

SAE 4140 HT

TYPE 1

1"

2•"

1'-0"

-0.005

+0.000 9.988"

DRILL …"30°

ˆ

2•"

1'-0" ƒ

-0.005

+0.000 9.988"

DRILL …"

MK S153-9 (1 REQUIRED PER LEAF, 2 PER SET)

ANTI-SEIZE COMPOUND)

EYE BOLT (FILL WITH

DRILL & TAP FOR 1ƒ"

ANTI-SEIZE COMPOUND

COAT SURFACE WITH

(KEEPER BAR)

SLOT FOR MK S153-7

1ƒ - 5UNC

THREADED

FOR 1ƒ" DIA.

DRILL AND TAP

ˆ

MINIMUM BRINELL HARDNESS: 280

MINIMUM YIELD STRENGTH: 90 KSI

SAE 4140 HT

TYPE 2

LOCKS 13, 14, 17, LAGRANGE AND PEORIA

35°

35°

0°

PIPE, TYP

STRONG BRASS

FOR EXTRA

DRILL & TAP

PIPE, TYP

STRONG BRASS

FOR EXTRA

DRILL & TAP

TYP

DRILL •"

TYP

DRILL •"

35°

0°

F R J

D E

C

J

U L

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OPP. SIDE

THIS SIDE AND

STAMP "1" ON

OPP. SIDE

THIS SIDE AND

STAMP "2" ON

J

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B

T J

M O

D E

D S

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E T A

D D

E D A

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A R D

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IN

D

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A

IL

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FOR A 0.010 INCH DEPTH OF 0.062 INCH.

0.020 INCH AND A NOMINAL IMPRESSION WIDTH

STAMPS SHALL HAVE A MINIMUM TIP RADIUS OF

LOW-STRESS DIE STAMPED. THE LOW-STRESS DIE

PIN NUMBERS STAMPED ON TOP OF PIN SHALL BE

NOTE:3

"1" ON PIN

STAMP

"2" ON PIN

STAMP M

O

D E

D A

D D

E D N

O T

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O R S

T A

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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(MK S231-2)

(MK S231-1)

END JACKING BLOCKS

(MK S231-2)

(MK S231-1)

END JACKING BLOCKS

(MK S231-4)

(MK S231-3)

CENTER JACKING BLOCKS

(MK S231-4)

(MK S231-3)

CENTER JACKING BLOCKS

DS

US

DOWNSTREAM

UPSTREAM

DS

US

NO SCALE

(TYP.)

BOLT HEADS

RECESS FOR

(TYP.)

BOLT HEADS

RECESS FOR

(TYP.)

CONNECTING BOLTS

THROUGH HOLES FOR

(TYP.)

CONNECTING BOLTS

THROUGH HOLES FOR

(TYP.)

THROUGH STIFFENER

HOLES TO CONNECT

(TYP.)

THROUGH STIFFENER

HOLES TO CONNECT

AND NUTS.

1" DIAMETER BOLTS, FLAT WASHERS

TO THE WEB AND STIFFENER WITH

2. JACKING BLOCKS SHALL BE ATTACHED

SEE SPECIFICATIONS.

POLYETHELENE (UHMW-PE) MATERIAL.

OF ULTRA-HIGH MOLECULAR WEIGHT

1. ALL JACKING BLOCKS SHALL BE MADE

NOTES:

BOTTOM VIEW OF BOTTOM GIRDER

END JACKING BLOCKS-MK S231-1 & MK S231-2 NOTESCENTER JACKING BLOCKS-MK S231-3 & MK S231-4

M R

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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END JACKING BLOCKS-MK S231-1 & MK S231-2

DOWNSTREAM

UPSTREAM

1"

6"

5‚" ƒ" ƒ

Ž

5‚"ƒ" 2‚"3"

2‚" 3"

1ƒ"4‚" 1ƒ" 4‚"

6"

1"

UPSTREAM

5‚" ƒ"

5‚"ƒ"

(2 REQUIRED PER LEAF)

MK S231-3

(2 REQUIRED PER LEAF)

MK S231-4

(2 REQUIRED PER LEAF)

MK S231-2

(2 REQUIRED PER LEAF)

MK S231-1

E P

C O

U N

T E

R S I

N K

(TYP.)

DEEP RECESS

2•" DIA. x 1"

E P

C O

U N

T E

R S I

N K

(TYP.)

COUNTERSINK

x 1" DEEP

WITH 2•" DIA.

1„" DIA. HOLES

(TYP.)

DEEP RECESS

2•" DIA. x 1"

(TYP.)

COUNTERSINK

x 1" DEEP

WITH 2•" DIA.

1„" DIA. HOLES

HOLES (TYP.)

1„" DIA.

HOLES (TYP.)

1„" DIA.

4 40 8

SCALE IN INCHES

4 40 8

SCALE IN INCHES

CENTER JACKING BLOCKS-MK S231-3 & MK S231-4

2‚"3"

2‚" 3"

DOWNSTREAM

M R

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F R J

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W E

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S-A01-B1

S-A01-B1

S-A02-C4

S-A02-C4

S-A01-C1

S-A01-C1

S-A02-C2

A N

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S-A01

M

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A T

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ANCHORAGE PIN

ANCHORAGE BAR

ANCHORAGE BAR

DESCRIPTION

TABLE OF PARTS

MARK

SCALE : 1"=1" 2"1"0

1'-3" 5'-7"

6'-10"

10'-0"

PLAN

ELEVATION

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

"4 12'-11

1'-3""2

R

3"

D

IA

R

BORE

7.000" -.000

+.002

20 TURNS

.5

.0

"32

11'-115 TURNS

.5

.0

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

BORE

11.003" -.000

+.0012

'-8

R

R

3"

"2

125SURFACES

FINISH ALL

DWG REF(s) :

NOTES

TABLE OF PARTS

" SQ. THREAD x 1" PITCH2

"4 1R. 4

"4 1R. 4

" PITCH4

3" SQ. THREAD x 8

B3

ANCHORAGE ASSEMBLY

DWG REF(s) :

A4

ANCHORAGE BAR THREADS

DWG REF(s) :

L O

C K

A

N C

H O

R A

G E

S

PER GATE LEAF

QUANTITY

MATERIAL

FORGED STEEL-ASTM A668, CLASS F

FORGED STEEL-ASTM A668, CLASS F

FORGED STEEL-ASTM A668, CLASS F

S-A01-C1

S-A01-C2

S-A02-C1

S-A02-A3

" PITCH4

3" SQ. THREAD x 8

S-A01-B1

" SQ. THREAD x 1" PITCH2

S-A01-C1

B1

S-A01-B1 ANCHORAGE BAR

DWG REF(s) :

C1

S-A01-C1 ANCHORAGE BAR

DWG REF(s) :

EYE BOLT

QUANTITY

TOTAL

ASTM A709 GR. 50

ASTM A668 CLASS G

ANCHORAGE PIN

KEEPER PLATE FOR

RING (FOR S-A02-C1)

RING (FOR S-A02-C1)

GUDGEON PIN BUSHING

S-A02-A1-B

S-A02-A1-A

STRUCTURAL STEEL-ASTM A36

SLEEVE NUT

S-A02-C2

S-A02-A2

S-A02-C4

ASTM B22, UNS NO. C86300

MANGANESE BRONZE2 8

STRUCTURAL STEEL-ASTM A36

R A

L

RESULT IN REJECTION OF THE PART.

CAUSING A TOTAL LOSS OF BACK REFLECTION SHALL

ACCORDANCE WITH ASTM A 388. ANY DISCONTINUITY

SHALL BE ULTRASONICALLY STRAIGHT-BEAM TESTED IN

7. THE ANCHORAGE BARS EXCEPT FOR THE THREADS

WITH ASTM A275 AND ASTM E1444.

SHALL BE MAGNETIC PARTICLE TESTED IN ACCORDANCE

6. THE ANCHORAGE BARS EXCEPT FOR THE THREADS

CERTIFICATION, DATE AND INSPECTION RESULTS.

TYPE OF INSPECTION. WELD INSPECTOR'S NAME

REPORTS SHALL INCLUDE WELD LOCATION, AND

SHALL BE PROVIDED TO THE GOVERNMENT.

5. A PERMANENT RECORD OF EACH NDT EXAMINATION

SAE 4340

SHALL BE SET TO NORMAL DIMENSIONS SHOWN.

PRIOR TO SHIPPING IN ORDER TO ASSURE FIT. ANCHORAGE

2. ANCHORAGE BARS AND SLEEVE NUT SHALL BE PRE-ASSEMBLED

1. SAE 4340 - OIL QUENCHED FROM 845°C AND TEMPERED AT 650°C

NOTES:

THREAD TOLERANCES.

THE COATING WHEN SUBMITTING SHOP DRAWINGS ON

SHALL TAKE INTO CONSIDERATION THE THICKNESS OF

EXCEED 0.001 - 0.002 ON THE DIAMETER, AND CONTRACTOR

DICHROMATE DIP. THICKNESS MEASUREMENT SHALL NOT

SHALL CONFORM TO ASTM B766, TYPE II, OLIVE DRAB

ELECTRODEPOSITED WITH CADMIUM. CADMIUM COATING

4. THREADED PORTIONS OF ANCHORAGE BARS SHALL BE

ALL SHOWN ROUND SHALL HAVE A RADIUS OF 0.25".

EDGES SHOWN SHARP SHALL HAVE A RADIUS OF 0.02" AND

3. UNLESS OTHERWISE SHOWN AND EXCEPT FOR THREADS, ALL

.5

.0

.3

.0

/0

/1

A S S

H O

W N

W E

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-R -0

L O

C K

S

F U

L T

O N

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C A

T

IN

E

IA

13C0049 LE001

13C0049 LE007, 13C0049 LE008

13C0049 LE005, 13C0049 LE006,

13C0049 LE003, 13C0049 LE004,

13C0049 LE001, 13C0049 LE002,

SHALL BE AS FOLLOWS:

THE HSS IDENTIFICATION NUMBERS

13C0049 SE007, 13C0049 SE008

13C0049 SE005, 13C0049 SE006,

13C0049 SE003, 13C0049 SE004,

13C0049 SE001, 13C0049 SE002,

SHALL BE AS FOLLOWS:

THE HSS IDENTIFICATION NUMBERS

13C0049 SE001

ASSEMBLED TOGETHER.

NUMBERS OF THE HSS IDENTIFICATION NUMBER SHALL BE

11. ANCHORAGE BARS AND NUTS WITH THE SAME LAST THREE

FOR A 0.010 INCH DEPTH OF 0.062 INCH.

RADIUS OF 0.020 INCH AND A NOMINAL IMPRESSION WIDTH

LOW-STRESS DIE STAMPS SHALL HAVE A MINIMUM TIP

BARS AND SLEEVE NUTS IN THE LOCATIONS SHOWN. THE

SHALL BE LOW-STRESS DIE STAMPED INTO THE ANCHORAGE

" TALL CHARACTERS2

1 (HSS) IDENTIFICATION NUMBERS IN

10. PRIOR TO PAINTING, THE HYDRAULIC STEEL STRUCTURE

CRITICAL MEMBERS AS DEFINED BY AWS D1.5.

9. THE ANCHORAGE BARS AND SLEEVE NUT ARE FRACTURE

ELECTROPLATED.

SHALL BE PERFORMED BEFORE THE THREADS ARE

SHALL RESULT IN REJECTION OF THE PART. THE TESTING

IN ACCORDANCE WITH ASTM E1444. ANY DISCONTINUITIES

BY WET FLUORESCENT MAGNETIC PARTICLE INSPECTION

8. THE ANCHORAGE BAR THREADS SHALL BE TESTED 100%

/1

/1

F

R J

.497" -.000

+.001 .372"

.0

2.750" -.000

+.001

.378"-.000

+.001

1.000"

.503"-.000

+.001

-.000

+.001

-.000

+.001

2 2

B T J

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®of Engineers

US Army Corps of Engineers

US Army Corps

P R

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C T C

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

F

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-A

-B

10" DIA.

" DIA.16

"4 138""4

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6""4 16 "4

11"2

1'-3"

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DIA. HOLE

"4

1DRILL 1 " DIA.16

0 3" 6" 9" 12"SCALE : 3"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

2" DIA.

4" DIA.

1" DIA.

SCALE : NO SCALE

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

1 6.995" -.002

+.000

" DIA.8

1" DIA. FOR S-A02-A3

DRILL AND TAP

FINISH ALL SURFACES 125

1'-1" DIA.

-.000

+.002

-.004

+.0049

10.000" DIA.

11.003" DIA.

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

FINISH ALL SURFACES EXCEPT AS NOTED125

1' -0

" DIA. SCREWS8

AND COUNTERSINK FOR

" DIA. HOLES, DRILL32

-132

FULL INNER CIRCUMFERENCE DEVELOPED

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

"8 31'-9

5""2 111"8

D

IA

TURNSTURNS

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.0

.5

.0

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1DRILL (2)

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OIL GROOVE DETAIL

DWG REF(s) :

L O

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H O

R A

G E

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SEE OIL GROOVE DETAIL

" OIL GROOVES8

"8

16 5

C1

S-A02-C1 ANCHORAGE PIN

DWG REF(s) :

C2

S-A02-C2 GUDGEON PIN BUSHING

DWG REF(s) :

C4

S-A02-C4 SLEEVE NUT

DWG REF(s) :

A2

S-A02-A2 KEEPER PLATE

DWG REF(s) :

A3

S-A02-A3 EYE BOLT

DWG REF(s) :

FOR S-A02-C2

A1 S-A02-A1-A & S-A02-A1-B

DWG REF(s) : RINGS

F

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+.001

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.459"-.001

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1.000"-.001

+.001

.380"-.001

+.001

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-.001

+.001

-.001

+.001

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