Drawings_-_Plans.pdf

QUANTITIES

SAULT SAINTE MARIE, MI 49783

119 EAST WATER STREET

THE FOLLOWING ADDRESS:

DELIVER ALL MATERIALS TO

GI001

DRAWING INDEX

PROJECT TITLE SHEET

DRAWING DESCRIPTION

THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152

APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF

SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS

THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF

SHEET # SHEETID

GI001

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REQUIRED PLAN VIEW

REQUIRED DETAILS

REQUIRED CONNECTION DETAILS

P R

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REQUIRED UHMW BLOCK DETAILS SC5035

M a rc h

NICK ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH

WILLIAM D. MERTE /S/

NICK ZAGER /S/

WILLIAM D. MERTE ACTING /S/

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

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MAC LOCK BULKHEAD REPLACEMENT

SOO LOCK COMPLEX

SAULT SAINTE MARIE

CHIPPEWA COUNTY

MINNESOTA

LAKE SUPERIOR

GEORGIAN

BAY

CANADA

0 5025 75 100

US Army Corps of Engineers

Detroit District

N

LOCATION MAP

SCALE OF MILES

TOLEDO

LOCATION

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INTERNATIONAL

BOUNDARY

LANSING

DETROIT

CHICAGO

WISCONSIN

ILLINOIS

INDIANA

OHIO

CANADA

MICHIGAN

LAKE HURONGREEN BAY

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DELIVERY

SECTION & DETAIL CROSS REFERENCE

IDENTIFICATION NUMBER

SHEET IDENTIFICATION

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*CONTROL DIMENSION

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NOTE: SIDE SEALS NOT SHOWN FOR CLARITY

" =1'-0"2

SCALE:

NON-PRESSURE SIDE ELEVATION

" =1'-0"2

SCALE:

" =1'-0"2

SCALE: " =1'-0"2

SCALE:

" =1'-0"2

SCALE:

PLAN

" =1'-0"2

SCALE:

LIFTING EQUIPMENT ELEVATION

SECTIONSECTION

SECTION

NOTE: SEALS NOT SHOWN FOR CLARITY

SC301

SC301 SC301

SC501

SC501

DRAIN HOLE (TYP)

REQ'D 2" DIA

G5

G4

G3

G2

G1

REQ'D W18X55 GIRDER (FCM)

(FCM)

REQ'D W18X55 COLUMN

(FCM)

REQ'D 18X55 GIRDER

(FCM)

REQ'D W18X55 GIRDER

(FCM)

" SKIN PLATE (TYP) 8

REQ'D

A CAPACITY OF 25 TONS OR GREATER.

2. ALL LIFTING CABLES, CONNECTORS AND MISC. COMPONENTS SHALL HAVE

" FROM THE DIMENSIONS SHOWN ON THE DRAWINGS.8

VARY MORE THAN +/-

1. THE TOTAL HEIGHT AND WIDTH OF THE CULVERT BULKHEAD SHALL NOT

NOTES:

10'-5 5/8 " (C-C OF SHACKLE PIN)

(T

O P O

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/8

DRAIN HOLE (TYP)

REQ'D 2" DIA

W/ 2" DIA DRAIN HOLE

REQ'D 1/2" DIA WIRE ROPE

2'-9 5/8 " 2'-10" 2'-9 5/8 "

/8

/4

/4

/8

/2

11'-3 1/4 " (C/C OF COLUMNS)

11'-10 3/4 " (TOTAL BULKHEAD WIDTH EXCLUDING SEALS)*

(T

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REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

/1

/1

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

BLOCK

REQ'D UHMW

/8

/8

COLUMN (FCM)

REQ'D W18X55

2'-10"

1'-4"2'-10 5/8 "2'-10"2'-10 5/8 "1'-4"

36583658

36583658

SHACKLE & PIN (TYP)

REQ'D 1" FORGED

REQ'D SHACKLE

REQ'D SHACKLE

REQ'D SHACKLE

REQ'D 3/4" DIAMETER WIRE ROPE

REQ'D 1/2" DIAMETER WIRE ROPE

INTERCOSTAL (FCM)

"X6" PLATE2

REQ'D

TYP M.T. 100%

TYP M.T. 100%

M.T. 100%

M.T. 100%

M.T. 100%

TYP

M.T. 100%

BULB SEAL

REQ'D SIDE

C OF RELIEF VALVE CABLEL

OPEN SOCKET PIN

DRILL FOR

THE RADIUS

AS NEEDED TO CLEAR

CLIP THE CORNER OF SEAL

" R8

REQ'D SIDE BULB SEAL

" ROUND (TYP)4

GIRDER TO

GRIND W18X55

" DIA WIRE ROPE2

REQ'D

CLAMPING PLATE

" 8

" X 2

REQ'D 2

" CLAMPING PLATE8

"X2

" R16

"2

"X2

REQ'D L4"X3

"2

"X8

"X78

REQ'D PLATE 5

"2

"X2

REQ'D L4"X3

" BOLT4

REQ'D

R2"

R2" R2"

R2"

L

REQ'D RELIEF VALVE OPENING

L

L

L

OR APPROVED EQUAL

SEALS UNLIMITED NO. 3658

OR APPROVED EQUAL

SEALS UNLIMITED NO. 3312

BLOCK

REQ'D UHMW

INTERCOSTAL (TYP)

REQ'D 1/2" X 6"

" BOLT (TYP)4

REQ'D

LL

NOT SHOWN FOR CLARITY

NOTE: RELIEF VALVE AND ANGLES

GIRDER WEB FOR CABLE

DRILL 2" DIA HOLE IN

SHEET.

SEE NOTES 1 & 8 THIS

HEX LOCK NUT. C.R.S.

SOCKET CAP SCREW W/

" DIA FLAT HEAD HEX8

" ROUND TYP4

TO

" CLAMPING PLATE8

SEE DETAIL 3 THIS SHEET

" VALVE PLATE4

REQ'D

NOT SHOWN FOR CLARITY)

PLATE (SOCKET AND ROPE

REQ'D WIRE ROPE SOCKET

SEE DETAIL 3 THIS SHEET

" VALVE PLATE (FCM)4

REQ'D

GIRDER G4 (FCM)

C W18X55

GIRDER G5 (FCM)

C W18X55

INTERCOSTAL (TYP, FCM)

REQ'D 1/2" X 6"

SKIN PLATE (FCM)

" 8

REQ'D

(FCM)

GIRDER G5

C W18X55

C INTERCOSTAL (FCM) C INTERCOSTAL (FCM)

(FCM)

GIRDER G4

C W18X55

REQ'D W18X55 COLUMN (FCM)

" SKIN PLATE (FCM)

5REQ'D

(FCM)

REQ'D W18X55 COLUMN

(FCM)

REQ'D W18X55 GIRDER

" SKIN PLATE (FCM)

5REQ'D

" SKIN PLATE (FCM)

5REQ'D (FCM)

REQ'D W18X55 GIRDER

SC501

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SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 6"=1'

3" 4"2"1"

/8

/8

1/2 "

1 1/16 " 2 F e b ru a ry

/2

8. COUNTER SUNK SIDE OF FLAT HEAD HEX SOCKET CAP SCREWS SHALL BE ON THE DOWNSTREAM SIDE BE LESS THEN 20 FT-LB. TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM A673 AT "P" FREQUENCY

VALUE OF 25FT-LB WHEN TESTED AT 10 DEGREES F. NO INDIVIDUAL CVN VALUE SHALL

F.C.M. SHALL HAVE A MINIMUM AVERAGE CHARPY V-NOTCH (CVN) FRACTURE TOUGHNESS

7. FRACTURE CRITICAL MEMBERS (DENOTED F.C.M.) - ALL MATERIAL FOR

NONDESTRUCTIVE TESTED (UT ) 100%

6. SKIN PLATE SPLICES (AS REQUIRED) SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS AND SHALL BE

5. WELDING SYMBOLS SHOWN ON THE DRAWINGS DESIGNATE TYPICAL WELDS SIMILAR JOINTS.

SHALL DEVELOP THE STRENGTH OF THE THINNER BASE METAL THICKNESS JOINED, UNLESS OTHERWISE NOTED.

4. ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS AND ALL FILLET WELDS

3. RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH VULCANIZED SPLICES UNLESS OTHERWISE NOTED.

2. ALL WELDS SHALL BE CONTINUOS UNLESS OTHERWISE NOTED.

1. BOLT SPACING FOR THE SEAL CLAMP PLATE IS TYPICALLY 4" UNLESS OTHERWISE NOTED.

NOTES:

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IDENTIFICATION

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US Army Corps

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3. SEE SPECIFICATION SECTION 05 59 13 SECTION 2.2..5 b FOR BOLT HOLE REQUIREMENTS

WELDS AND GEOMETRY

2. SEE SECTION G SHEET SC502 FOR REQ'D INTERCOSTAL TO SKIN PLATE AND INTERCOSTAL TO GIRDER

SUFFICIENT CAPACITY TO DEVELOP THE FULL CAPACITY OF 1/2" DIAMETER WIRE ROPE.

1. REQUIRED RELIEF VALVE CABLE OPEN SOCKET, PIN, AND OTHER CONNECTIONS SHALL HAVE

NOTES:

SC501

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SECTION

" =1'-0"2

SCALE: 1

DETAIL

DETAIL

SCALE: 3" =1'-0"

DETAIL

SCALE: 3" =1'-0"

SCALE: 6" =1'-0"

SCALE: 6" =1'-0"

SHOWN FOR CLARITY

NOTE: CLAMP PLATE BOLTS NOT

SCALE: 3" =1'-0"

SECTION

SCALE: 3" =1'-0"

BULB SEAL

TOP AND SIDE

DETAIL

BOTTOM SEAL

DETAIL

SCALE: 3" =1'-0"

DETAIL

SCALE: 3" =1'-0"

SHOWN FOR CLARITY

NOTE: CLAMP PLATE BOLTS NOT

SHOWN FOR CLARITY

NOTE: CLAMP PLATE BOLTS NOT

DETAIL

SHOWN FOR CLARITY

NOTE: HORIZONTAL GIRDER FLANGE NOT

D

SC501

SC301

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SC301SC501

A

SC301

SC501

SC501

SC501

SC501

1' 2'0 6"

SCALE:1-1/2"=1'

2'-1 1/2 "4 1/4 "

/2

/4

2'-8 1/2 "

/2

1'-4 1/4 "

/8

3 3/16 "4"(TYP)

1'-5 1/2 "

/8

3 3/16 " 4" (TYP)

4 1/8 "

1 1/2 "

7 1/8 "

11/16 "

/4

/8

/2

7/8 "

1 1/2 "

11/16 "

1 1/2 "

/2

/4

5 1/16 "

/4

/8

/1

/1

5/8 "

REQ'D SIDE BULB SEAL

SC501

SEE DETAIL 7 SHEET

REQ'D BOTTOM SEAL

PLATE

REQ'D CLAMPING

MAX MAX

TO BOTTOM SEAL

VULCANIZE SIDE SEAL

SEE SECTION I SHEET SC502

AND CLAMPING PLATE.

CLEAR BOTTOM SEAL

BELOW WEB OF G1 TO

NOTCH WEB OF COLUMN

REQ'D W18X55 GIRDER (FCM)

REQ'D W18X55 COLUMN (FCM)

I

SC502

J

SC502

K

SC502

TO TOP SEAL

VULCANIZE SIDE SEAL

CLAMPING PLATE

" 8

" X 2

REQ'D 2

CLAMPING BAR PLATE

" 8

" X 2

REQ'D 2

M A

X

NOTE: LIFTING LUG NOT SHOWN FOR CLARITY

SHEET SC501

SEE DETAIL 6

REQ'D SIDE BULB SEAL

SEE DETAIL 6, SHEET SC501

REQ'D TOP BULB SEAL

SEE SECTION H SHEET SC502

AND CLAMPING PLATE.

WEB OF G5 TO CLEAR TOP SEAL

NOTCH WEB OF COLUMN ABOVE

REQ'D W18X55 GIRDER (FCM)

REQ'D W18X55 COLUMN (FCM)

SC502

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IDENTIFICATION

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US Army Corps

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B

C O

E S R

E V

IE

W

N .Z

A G

E R

P .R

O S

S

B

C O

E S B

A C

K C

H E

C K

-F

E B -2

-M

A R -2

-F

E B -2

B

C O

E S

-M

A R -2

B

C O

E S

B

A C

K C

H E

C K

-M

A R -2

F

IN

A L R

O U

T

IN

G

-M

A R -2

R E

A D

Y T

O A

D V

E R

T

IS

E

" =1'-0"2

SCALE: 1

DETAIL4

SC301

SC502

H

S L

M L

A S

C .d g n

SECTION

" =1'-0"2

SCALE: 1

SECTION

" =1'-0"2

SCALE: 1

SECTION

SCALE: 3" =1'-0"

SECTION

SCALE: 3" =1'-0"

SCALE: 3" =1'-0"

DETAIL

" =1'-0"2

SCALE: 1

SCALE: 3" =1'-0"

DETAIL

SCALE: 6" =1'-0"

SECTION

SECTION

E

G

SC301

H

SC502

I

SC502

J

SC502

SC301

K

SC502

SC301

SC502

" =1'-0"2

SCALE: 1

DETAIL

SC301

1' 2'0 6"

SCALE:1-1/2"=1'

TYP M.T. 100%

G

G

U.T. 100% CJP

BACK GOUGED TYP

U.T. 100% CJP

BACK GOUGED TYP

IN COLUMN WEB FOR SEAL

" NOTCH4

"X24

REQ'D 2

"2

R

REQ'D GIRDER G5 WEB

REQ'D GIRDER G1 WEB

"2

R

TYP MT 100%

" ROUND COPE (TYP)

1REQ'D

NOTE: SIDE SEALS NOT SHOWN FOR CLARITY

" THICK LIFTING LUG (FCM)2

REQ'D

(TYP)(FCM)

STIFFENER PLATE

" THICK2

REQ'D

1. SIDE SEAL NOT SHOWN FOR CLARITY

NOTE:

TYP M.T. 100%

TYP M.T. 100%

100%

TYP M.T.

TYP MT 100%

100%

TYP M.T.

1" R

NOTE: SEAL AND CLAMP PLATE NOT SHOWN FOR CLARITY

NOT SHOWN FOR CLARITY

NOTE: SEAL AND CLAMP PLATE

(FCM)

REQ'D W18X55 COLUMN

REQ'D W18X55 GIRDER (FCM)

" SKIN PLATE (FCM)

5REQ'D

REQ'D W18X55 GIRDER (FCM)

INTERCOSTAL (FCM)

"X6" PLATE 2

REQ'D

" SKIN PLATE (FCM)

5REQ'D

" SKIN PLATE (FCM)

5REQ'D

INTERCOSTAL (FCM)

"X6" PLATE2

REQ'D

(FCM)

REQ'D W18X55 COLUMN

REQ'D W18X55 COLUMN (FCM)

(TYP)(FCM)

" THICK STIFFENER PLATE2

REQ'D

1" R (TYP)

MT 100%

TYP

/1

/1

" THICK LIFTING LUG (FCM)2

REQ'D

LIFTING LUG (FCM)

" THICK 2

REQ'D

SHOWN FOR CLARITY

NOTE: TOP SEAL NOT

REQ'D 1" R (TYP)

MT 100%

TYP

MT 100%

TYP

MT 100%

TYP

/8

M A

X

1 1/8 " 4" 4"

1 1/8 " 4" 4" MAX

/8

2 1/4 "

/4

/4

2 1/4 "

(TYP)(FCM)

STIFFENER PLATE

" THICK2

REQ'D

TYP M.T. 100%

8"

/8

1 1/4

2 1/16 "

R 7/

/8

6 7/16 " 8 13/16 "

R

5 1/8 "

/4

5 1/8 "

1"

/2

SC503

R E

Q U

IR

E D U

H M

W B

L O

C K D

E T

A

IL

S

F e b ru a ry

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

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

S

A AF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

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

:1

X

W

X K -1

-T -0

Detroit District of Engineers

US Army Corps

M A

C L

O C

K B

U L

K H

E A

D R

E P

L A

C E

M E

N T

S O

O L

O C

K C

O M

P L E

X S

A U

L T S

A

IN

T E M

A R

IE

M

IC

H

IG

A N

C H

IP

P E

W A C

O U

N T

Y

B

M E

L B

Y

B

G E

R K

E N

A T

R -F

E B -2

-M

A R -2

B

C O

E S R

E V

IE

W

N .Z

A G

E R

P .R

O S

S

B

C O

E S B

A C

K C

H E

C K

-F

E B -2

-M

A R -2

-F

E B -2

B

C O

E S

-M

A R -2

B

C O

E S

B

A C

K C

H E

C K

-M

A R -2

F

IN

A L R

O U

T

IN

G

-M

A R -2

R E

A D

Y T

O A

D V

E R

T

IS

E

SCALE: 1:1

SCALE: 3"=1'

3" 6" 9" 12"

SC503

A

SC503

D

SC503

E

SC503

SC503

C

S L

M L

A S

C .d g n

DETAIL

SCALE: 3" =1'-0"

DETAIL

SCALE: 3" =1'-0"

SCALE: 3" =1'-0"

DETAIL

SCALE: 3" =1'-0"

SCALE: 3" =1'-0"

SECTION

SCALE: 3" =1'-0"

SCALE: 3" =1'-0"

SECTION

SCALE: 3" =1'-0"

SECTION

DETAIL

SECTION

SC301

SC301

C

SC503

SC503

A

SC503

SC301

D

SC503

E

SC503

" CLEARENCE 4

MIN

"2

" COUNTERSINK X 18

3. BREAK ALL SHARP CORNERS

" DIAMETER4

2. ALL BOLTS THIS SHEET SHALL BE

1. SEE DETAIL 1 THIS SHEET FOR TYPICAL COUNTERSUNK BOLT MINIMUM DIMENSIONS

NOTES:

7 1/2 "

/1

/1

/8

2" 3 1/2 " 2"

1'-0"

8"

/8

/8

R

R

7 1/2 "

2" 3 1/2 " 2"

/1

/1

/8

1'-4"

1'-0"

/8

/8

R

R

11 1/2 "

/2

/2

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

2'-0"

/4

3 1/2 " 1'-5" 3 1/2 "

11 1/2 "

/4

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

2" 2"

/2

2 3/8 "