RSK18SL_13July2018_RTA-Plans.pdf

of Engineers

US Army Corps

Tulsa District

FY: 2018

R.S. KERR MARINE TERMINAL

ARKANSAS RIVER WATERSHED

SEQUOYAH COUNTY, OK

CONTRACT # W912BV-18-P-XXXX

STOPLOG & LIFTING BEAM

SOLICITATION # W912BV18R0030

JULY 13, 2018

52'-0"

6'-6" 6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"

6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"6'-6"

52'-0"

6'-6"

G-002

R S

K S

L -G

-0 .D

G N

A S S

H O

W N

TRUSS

CL. TOP

TRUSS

CL. BOT.

SCALE: •" = 1'-0"

TRUSS DIAGRAM

SCALE: •" = 1'-0"

DOWNSTREAM ELEVATION

F L

O W

GENERAL NOTES:

ABBREVIATIONS

CL

PL

U1 U2 U3 U4 U5 U6 U7 U8

L1 L2 L3 L4 L5 L6 L7 L8 L9

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

F C

M

FCM FCM FCM FCM FCM FCM FCM FCM

FCM FCM FCM FCM FCM FCM FCM

CL. SKIN PL

VERTICAL P

CL. UPSTREAM

L

C L

B E

A R

IN

G

C L

B E

A R

IN

G

C L

B E

A R

IN

G

C L

B E

A R

IN

G

STRUCTURE.

FOR ANY COMPONENT PART, SUB-ASSEMBLY, OR COMPLETED AND ASSEMBLED

DIMENSIONAL TOLERANCES. THE MOST STRINGENT TOLERANCE SHALL GOVERN

REFERENCE CONTROL DIMENSION DRAWINGS FOR SPECIFIC AND CRITICAL

REFERENCE SPECIFICATIONS FOR GENERAL PLATE AND SHAPE TOLERANCES. 15.

1/32 INCH.

MAXIMUM DEVIATION AT ANY POINT FROM A TRUE PLANE SHALL NOT EXCEED

DEVIATE FROM A TRUE PLANE BY MORE THAN 1/64 INCH PER FOOT AND THE

THE SURFACE OF ALL WELDED SEAL BACKING BARS AND PLATES SHALL NOT 14.

VULCANIZED SPLICES.

SEALS SHALL BE CONTINUOUS WITH MOLDED CORNER PIECES AND SHOP 13.

TESTING.

BEEN COMPLETED PRIOR TO SEAL ATTACHMENT AND SUBSEQUENT STACK

ALLOW A MINIMUM OF 72 HOURS AFTER FINAL COATING OPERATIONS HAVE 12.

ULTRASONIC TESTING-U.T.

UPSTREAM-U.S.

TYPICAL-TYP.

STIFFENER-STIFF.

STANDARD-STD.

RADIUS-R

RADIOGRAPHIC TESTING-R.T.

PLATE- OR PL.

NOT TO SCALE-N.T.S.

NEAR SIDE-N.S.

MAGNETIC PARTICAL TESTING-M.T.

MAXIMUM-MAX

FLANGE-FLG.

FRACTURE CRITICAL MEMBER-FCM

FAR SIDE-F.S.

EQUAL-EQ

ELEVATION-EL.

DOWNSTREAM-D.S.

DIAMETER-DIA.

CENTERLINE- OR CL.

AT-@

S T

O P

L O

G T

R U

S S D

IA

G R

A M

G E

N E

R A

L N

O T

E S

SPECIFICATIONS FOR TOLERANCES.

PLUMB AND LEVEL. REFERENCE CONTROL DIMENSION SHEETS AND CONTRACT

OF EACH STRUCTURE'S BALLAST PLATE TO ENSURE EACH STRUCTURE HANGS

ASSEMBLY, BUT PRIOR TO COATING. FABRICATOR SHALL MODIFY THE LENGTH

PERFORM HANG TESTING UPON COMPLETION OF STRUCTURAL FABRICATION AND 11.

BE BROKEN TO 1/8 INCH RADIUS PRIOR TO COATING.

EDGES OF ALL PLATES AND SHAPES, EXCEPT EDGES OF DRILLED HOLES, SHALL 10.

MICRO-INCHES (Ra) OR LESS, PRIOR TO COATING.

ALL SURFACES AND EDGES OF PLATES SHALL BE MADE SMOOTH, 250 9.

UNLESS NOTED OTHERWISE.

ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS 8.

OTHERWISE.

ALL WELDS SHALL BE MADE WITH 70 ksi (E70xx) ELECTRODES UNLESS NOTED 7.

ALL WELDS SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE.6.

FILLET WELD SIZE PER AWS D1.5.

FILLET WELD SIZE SHOWN ON THE DRAWINGS, OR THE REQUIRED REINFORCING

UNLESS NOTED OTHERWISE WELDS SHALL BE WRAPPED USING THE REQUIRED 5.

WITH WELDS ON THE SHOP DRAWINGS FOR APPROVAL.

TO SEAL THE STRUCTURE. CLOUD ANY INTERFACES (i.e. JOINTS) NOT SHOWN

ALL INTERFACES BETWEEN PLATES AND SHAPES SHALL BE WELDED AS SHOWN 4.

CODE", AWS D1.5 EXCEPT AS MODIFIED BY THE CONTRACT SPECIFICATIONS.

WELDING SHALL CONFORM TO THE LATEST EDITION OF THE "BRIDGE WELDING 3.

GRADE 50. REFERENCE SPECIFICATIONS FOR TOUGHNESS REQUIREMENTS.

UNLESS NOTED OTHERWISE ALL STRUCTURAL STEEL SHALL BE ASTM A709 2.

REFERENCE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.1.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

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F C

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A T

T S P .E of Engineers ® US Army Corps

T U

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A

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D A

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S O

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IC

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A T

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F

IL

E N

A M

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C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

†" PL.

•" PL.

6'-6"6'-6"6'-6"

26'-3"

10'-0"

2'-5"

26'-3"

6'-9"

6'-6" 6'-6" 3'-3"

2'-2"2'-2"4'-4"2'-2"4'-4"2'-2"4'-4"2'-2"2'-5"

16'-3"

SHEET 1S-501

DETAIL ON

SEE PICKUP

ƒ" TOP PL. (FCM)

†" PL.

ƒ" PL. (FCM) ƒ" PL. (FCM)

SPAN 4 SEESPAN 3 SEE NOTE 2SPAN 2 SEE NOTE 2SPAN 1 SEE NOTE 2

ƒ" SKIN PL. (FCM)

BEARING BAR

CONTINUOUS

1†"x2"

(FCM)

ƒ" PL.

(FCM)

ƒ" PL.

TYP.

6" 6

2„"x4‚" BEARING PL.

"21

"8

3'-6 "8

6'-5

"8

3'-6 ƒ" PL. (FCM)

NOTE 1

ƒ" PL. (FCM)

SEE NOTE 4

1†"x4•"x8" PL.;

1†"x4•"x8" PL.

F L

O W

CL STOPLOG

PLAN - TOP OF TRUSS

MIRRORED ABOUT CENTER LINE

SCALE: ƒ" = 1'-0"

ELEVATION - UPSTREAM

MIRRORED ABOUT CENTER LINE

SCALE: ƒ" = 1'-0"

ELEVATION - DOWNSTREAM

A S S

H O

W N

A .B

C A

R T

W R

IG

H T

1S-101

SCALE: N.T.S.

ISOMETRIC VIEW

1S-102

C

1S-101

1S-102

D

1S-101

1S-102

B

1S-101

J 1S -5

1S -1

1S-501

F

1S-101 1S-102

G1S-101

T

Y P

R

R

1S-102

A

1S-101

1S-101

E

1S-102

R S

K S

L -1

S -1

.D

G N

NOTE 2

NOTES:

T Y

P

1S-102

H

1S-101

T Y

P

MIRRORED ABOUT CENTER LINE

SCALE: ƒ" = 1'-0" NOT SHOWN FOR CLARITY.

BOTTOM BEARING PLATES

SEAL ASSEMBLY NOT SHOWN;

NOTE:

‚100%

M.T.

‚100%

M.T.

SEAL ASSEMBLY NOT SHOWN FOR CLARITY.

COMPONENTS BEYOND SKIN PLATE STIFFENING ELEMENTS NOT SHOWN.** NOTE:

FOR EACH END OF STRUCTURE.

SEE DETAIL 11 / 1S-502 FOR CUSTOM PLATE DETAILS 4.

DETAIL.

SEE DETAIL 2 / 1S-502 FOR UPSTREAM CORNER 3.

CENTERLINE.

1S-503. SPANS 5 THRU 7 ARE MIRRORED ABOUT

THRU 4 OF THE DOWNSTREAM CHORD, SEE SHEET

FOR DIMENSIONS OF OPENING LOCATIONS IN SPANS 1 2.

SPECIFICATIONS FOR HANG TESTING REQUIREMENTS.

AND LONGITUDINAL DIRECTIONS; REFERENCE CONTRACT

STOPLOG SHALL HANG PLUMB AND LEVEL IN LATERAL

GRAVITY COINCIDENT WITH CENTERLINE OF PIN.

IN ORDER TO LOCATE STRUCTURE'S CENTER OF

3/4" PL. LENGTH TO BE ADJUSTED BY FABRICATOR 1.

P L

A N A

N D E

L E

V A

T

IO

N S

S T

O P

L O

G F

A B

R

IC

A T

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N

SHEET ID

A

M A

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D E

S C

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IP

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N D

A T

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B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

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T U

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L A

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T R

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A D

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IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

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N D

IV

IS

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N

E N

G

IN

E E

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IN

G

S U

B M

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T E

D B

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W E

D B

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D R

A W

N B

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D E

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N E

D B

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D A

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S O

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IC

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A T

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N N

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F

IL

E N

A M

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C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

5-18001RATING- :44'HEAD

12'-9"

"8

1'-85"

"8

8"4

(FCM)

ƒ" PL.

(FCM)

ƒ" SKIN PL.

MIRRORED ABOUT THE CENTER LINE OF STOPLOG

(58) Œ" DIA. HOLES SPACED @ ~ 7•" - 25'-2" SEE NOTE 2

•" PL.

•" PL. (TYP.)

TYP.

R 1"

TYP.

R 1"

•" PL.

•" PL.

†" PL.

•" PL.

ƒ" PL.

†" PL.

•" PL.

TYP.

R 1"

†" PL.

•" PL.

•" PL.

SEE NOTE 1

PL. 1†"x4•'x8"

BEARING BAR

CONTINUOUS

1†"x2"

BEARING BAR

CONTINUOUS

1†"x2" ƒ" BOTTOM PL. (FCM)

(FCM)

ƒ" PL.

(FCM)

ƒ" SKIN PL.

(FCM)

ƒ" PL.

ƒ" PL. (FCM)

(FCM)

ƒ" PL.

(FCM)

ƒ" PL.

(FCM)

ƒ" PL.

(FCM)

ƒ" SKIN PL.

ƒ" PL. (FCM) ƒ" PL. (FCM)

BEARING BAR

CONTINUOUS

1†"x2" PL. 1†"x4•'x8" ƒ" SKIN PL. (FCM) ƒ" PL. (FCM) ƒ" PL. (FCM)

BEARING BAR

CONTINUOUS

1†"x2"

NOTE 3†" PL.

(FCM) (TYP.)

WT 5x22.5

(FCM)(TYP.)

WT 5x22.5

WT 5x22.5 (FCM)

WT 5x22.5

(FCM) (TYP.)

WT 5x22.5

(FCM) (TYP.)

WT 5x22.5

•" PL. (TYP.)

•"x4" PL. (TYP.)

†" PL.

9'-9"3'-9"

BEARING BAR

CONTINUOUS

1†"x2"

(TYP.)

ƒ" PL.

(FCM)

ƒ" PL.

T Y

P

T Y

P

•"x6" PL.(FCM)

•"x6" PL.(FCM)

(FCM)

ƒ" PL.

(FCM)

ƒ" PL.

PL. (FCM)

ƒ" SKIN

(FCM) (TYP.)

ƒ"x6•" PL.

A S S

H O

W N

A .B

C A

R T

W R

IG

H T

1S-102

CL STOPLOG

T Y P

T Y P

1S-502

1S-502

1S-1011S-102

A SECTION

1S-1011S-102

B END VIEW

SCALE: 1•" = 1'-0" 1S-1021S-101

H SECTION

SCALE: 1•" = 1'-0" 1S-1011S-102

C

SCALE: 1•" = 1'-0" 1S-1011S-102

D SECTION

SCALE: 1•" = 1'-0"

CENTER LINE

MIRRORED ABOUT

SCALE: ƒ" = 1'-0"

1S-1011S-102

E SECTION

SCALE: 1•" = 1'-0" 1S-1011S-102

G SECTION

SCALE: 1•" = 1'-0"

1S-501

1S-502

1S-504

R S

K S

L -1

S -1

.D

G N

1S-502

NOTES:

F L

O W

TYP.

T Y

P

T

Y P

R

R

1" R

R

CL CL1†"x8" PL. 1†"x8" PL.

SECTION

SEAL ASSEMBLY NOT SHOWN SEAL ASSEMBLY NOT SHOWNSEAL ASSEMBLY NOT SHOWN

100%

M.T.

SEAL ASSEMBLY NOT SHOWNSEAL ASSEMBLY NOT SHOWN

SEE 1S-503 FOR CENTER BRACING WELD DETAILS.3.

ENCROACH ON LOCATIONS OF WELDS.

EXCEED 7•"; LOCATION OF HOLES SHALL NOT

SPACING BETWEEN HOLE CENTER LINES SHALL NOT

SPACE HOLES UNIFORMLY WHERE POSSIBLE, MAX 2.

FOR EACH END.

SEE DETAIL 11 1S-502 FOR CUSTOM PLATE DETAILS 1.

STRUCTURE TYP.; M.T. 100%

PJP ENDS TO SEAL

TYP.

100%

M.T. TYP.

100%

M.T.

‰ TYP.

100%

M.T.

TYP.

100%

M.T.

TYP.

100%

M.T.

TYP.

100%

M.T.

TYP.

100%

M.T.

TYP.

100%

M.T.

TYP.

CJP

P L

A N S

E C

T

IO

N S A

N D D

E T

A

IL

S

S T

O P

L O

G F

A B

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A T

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N

SHEET ID

A

M A

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D E

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C

D

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2 3 4 5 6 7 8 9 10

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T U

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A M

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C O

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R A

C T N

O

P L

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A T

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P L

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C A

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F A

B R

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A T

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T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

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A H C

O U

N T

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L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

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Y

1" PL.

"4

1'-3 "4

4 "4

4 "4

1'-4

1•" PL.

†" PL.†" PL.

TYP.

R 1"

…" PL.

2""16

10"8

1•" PL.

†" PL.

†" PL.

"16

2'-4

"8

1'-3 "4

1"4

2"2"

(FCM)

2‚" PIN

•" PL. TYP.

(FCM)

ƒ" PL.

(TYP.)

1•" PL.

3'-6""8 ƒ" TOP PL. (FCM)

PL. (FCM)

ƒ" BOTTOM

…" PL.

1•" PL.

ƒ" TOP PL. (FCM)

"4

1'-2 "4

1'-7

"16

"2

6'-0"

"8

1'-

1"x12" PL.

(FCM)

WT5x22.5

1" TYP.

45 DEG. x

CHAMFER 6

"4

4""4

"2

1" 1"

"2

7 1'-4" 10" "8

1'-0

6" TYP.

0°

•" PL.

TYP.

CHAMFER

ƒ" TOP PL. (FCM)

(FCM)

CHAMFER

PIN (FCM)

" PIN HOLE32

-1

A S S

H O

W N

A .B

C A

R T

W R

IG

H T

1S-501

CL PICKUP

1S-501

SCALE: 1•" = 1'-0"

TYPICAL DETAIL

1S-5011S-501

A

SCALE: 3" = 1'-0"

SECTION

1S-5011S-101

F

SCALE: 3" = 1'-0"

SECTION

T Y P

R

1S-501

A

1S-501

2" TYP.

R

R S

K S

L -1

S -5

.D

G N

TYP.

1S-501

1S-501

8 TYPICAL DETAIL

SCALE: 6" = 1'-0"

1" T Y P

R

2" R

R

Š

‚ ‚TYP.

100%

M.T.

TYP.

100%

M.T.

‚ TYP.

100%

M.T.

ŠTYP.

100%

M.T.

Š TYP.

100%

M.T.

1S-501

B

1S-501

KEYNOTES:

1S-5011S-501

B

SCALE: 6" = 1'-0"

SECTION

CL

CL

PICK UP

PIN

CLPICK UP

CLPIN

CL PIN

M.T. 100% TYP.

PROFILE; SEAL WELD BACKSIDE AND ENDS.

FILL WELD; GRIND FLUSH WITH PIN

100% TYP.

PL.; WRAP ENDS WITH SEAL WELD. M.T.

FILL WELD; GRIND FLUSH WITH TOP ƒ"

STRUCTURE. M.T. 100% TYP.

WRAP WELD OVER 1•" PL. TO SEAL

TYP.

100%

M.T.

L

IF

T

IN

G C

O N

N E

C T

IO

N D

E T

A

IL

S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

PL. 1†"x4•"x8"

PL. †"

†" PL.

BEARING PL.

2„"x4‚"

"4

TYP.

1/2" PL.

W.P.

BEARING BAR

1†"x2" CONTINUOUS

BEARING PL.

2„"x4‚"

P

L

PL. •" (FCM)

ƒ" BOTTOM PL. (FCM)

60° ƒ" PL.

ƒ" PL. (FCM) ƒ" PL.

ƒ" PL.

PL. (FCM)

ƒ" BOTTOM ƒ" TOP PL. (FCM)

PL. (FCM)

ƒ" TOP

2"x•" PL.

° BEARING PL.

2„"x4‚"

2"x•" PL.

"85

"8

6'-5…" TO CL. WT

3'-6†" TO OUTSIDE

W.P.

(TYP.)

WT 5x22.5

"2

S P

A C

E

M A

X

"4

"8

"8

1'-10

BEARING BAR

CONTINUOUS

1†"x2"

2"x•" PL.

3"

52'-0" C.C. OF BEARING

"2

8"

"2

1 "2

A S S

H O

W N

A .B

C A

R T

W R

IG

H T

1S-502

*DETAIL IS MIRRORED FOR OPPOSITE END*

SCALE: 3" = 1'-0"

1S-5021S-502

A

SCALE: 6" = 1'-0"

VIEW

1S-502

B

1S-502

1S-5021S-502

B

SCALE: 6" = 1'-0"

SECTION

R

1S-502

4 DETAIL

SCALE: 3" = 1'-0"

1S-502

SCALE: 3" = 1'-0"

TYPICAL COPE DETAIL

1" T

Y P

R

1S-502

3 DETAIL

SCALE: 3" = 1'-0"

R

R

T

Y P

R

1S-502

R S

K S

L -1

S -5

.D

G N

1S-502

1S-502

9 DETAIL

SCALE: 6" = 1'-0"1S-502

1S-502

10 DETAIL

SCALE: 6" = 1'-0"

"8

R

EDGE OF ƒ" TOP PL.

DETAIL UPSTREAM CORNER

"8

R 1S-502

A

1S-502

TYP.

M.T. 100%

"4 1R

1S-502

1S-502

11 DETAIL

SCALE: 6" = 1'-0"

CL BEARING

S E

C T

IO

N S A

N D D

E T

A

IL

S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

TYP.

CJP

100%

U.T.

TYP.

CJP

100%

U.T.

TYP.

CJP

100%

U.T.

M.T. 100%

SEAL OCCURS.

CONTACT WITH

FLUSH WHERE

BOTH ENDS; GRIND

SEAL STRUCTURE;

PJP EDGES TO

TYP.

100%

M.T.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

"8

6'-5

"8

4'-1 6""8

1'-4"8

6""8

1'-4"8

4'-1"8

"8

54" ƒ" PL. (FCM) ƒ" PL. (FCM)

†" PL.

6'-6"

6" "8

1'-4 "8

4'-1 6"

6""8

1'-4"8

4'-16"

4" 4"

6'-6"

6" "8

1'-9 "8

3'-8 6"

6" "8

3'-8 "8

1'-9 6"

4" 4"

†" PL.

ƒ" PL. (FCM) ƒ" PL. (FCM)

†" PL.

ƒ" PL. (FCM) ƒ" PL. (FCM)

†" PL.

ƒ" PL. (FCM) ƒ" PL. (FCM) ƒ" PL. (FCM) ƒ" PL. (FCM)

†" PL.

•" PL. (TYP.)

T Y

P

6""4

1'-8"2

2'-"4

1'-86"

"8

1'-9 "8

11 "8

11 "8

1'-9 6"

6'-6"

6"

†" PL.

•"x4" PL. (TYP.)

†" PL.

•"x4" PL.

3‚"

ID PLATE; SEE NOTE 2 3ƒ"

3ƒ"

3ƒ"

3ƒ" 3ƒ"

3ƒ"3ƒ"

3ƒ" TYP.

A S S

H O

W N

1S-503

R S

K S

L -1

S -5

.D

G N

SPAN 1 UPSTREAM PLATE OPENINGS

SCALE: 1•" = 1'-0"

T Y P

R

2" T

Y P.

R

SPAN 2 UPSTREAM PLATE OPENINGS

SCALE: 1•" = 1'-0"

T Y P

R

T Y P

R

T Y P

R

2" T

Y P.

R

SPAN 3 UPSTREAM PLATE OPENINGS

SCALE: 1•" = 1'-0"

SPAN 4 UPSTREAM PLATE OPENINGS

SCALE: 1•" = 1'-0"

T

Y P

R

UPSTREAM CENTER BRACING DETAIL

SCALE: 1•" = 1'-0"

SPAN 7 MIRRORED ABOUT STOPLOG CL.

NOTE:

SPAN 6 MIRRORED ABOUT STOPLOG CL.

NOTE:

ABOUT STOPLOG CL.

SPAN 5 MIRRORED

NOTE:

VIEW LOOKING DOWNSTREAM

VIEW LOOKING UPSTREAM

CLSTOPLOG

1S-503

1S-503

1 ENLARGED UPSTREAM BRACING DETAIL

SCALE: 3" = 1'-0"

1S-503

A

1S-503

NOTES:

1S-5031S-503

A SECTION

IN LOCATION SHOWN ON EACH END.

ID PLATE DETAILS. ID PLATE REQUIRED

SEE DETAIL 1 / 1S-504 FOR STOPLOG 2.

BACKING SHALL BE REMOVED.

BACKING BAR SHALL BE BEVELED, 1.

S E

C T

IO

N S A

N D D

E T

A

IL

S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

CJP, M.T. 100%

TYP., SEE NOTE 1

TYP.

100%

M.T.

TYP.

100%

M.T.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

10""16

1'-511"1'-0""8

1'-10"2

8"8

"2

8 "16

1'-3 "4

7 11" "2

2'-4 10""8

65.6°

.4

65.6°

"16

65.6°

.4

65.6°

.4

•" PL.

†" PL.

(FCM)

WT 5x22.5

PL. (FCM)

ƒ" BOTTOM

R 1"

†" PL.

•" PL.

PL. (FMC)

ƒ" BOTTOM

WT 5x22.5 ƒ" TOP PL. (FCM)

4" TALL x ‚" DEEP

MILLED CHARACTERS

PL. …"x5"x4'-0";

STOPLOG

"5" - 50 FOOT

YEAR OF CONTRACT

WITH 001 FOR THIS CONTRACT.

FOR EACH STOPLOG. BEGIN

UNIQUE SEQUENTIAL NUMBER

8ƒ

†" PL.

7"

1"

†" PL.

A S S

H O

W N

1S-504

R S

K S

L -1

S -5

.D

G N

1S-504

A

1S-504

1S-5041S-101

J SECTION

T

Y P

R

.4

1S-504

1S-5041S-504

A

SCALE: 1•" = 1'-0"

DETAIL

SCALE: 3" = 1'-0"

SCALE: 3" = 1'-0"

SECTION

1S-504

1 DETAIL

SCALE: N.T.S.

NOTES:

UNIQUE IDENTIFICATION PLATE AS SHOWN ON EACH END.

EACH STOPLOG SHALL BE PERMANENTLY MARKED WITH 1.

‚TYP.

100%

M.T.

S E

C T

IO

N S A

N D D

E T

A

IL

S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

‚ TYP.

100%

M.T.

TYP.

100%

M.T.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

BEARING BAR

CONTINUOUS

1†"x2"

•"x2" CLAMPING BAR

BAR

CLAMPING

•"x2" "2

3"

"16

"4

J-BULB SEAL

•"x2" CLAMPING BAR 1†"x2" CONTINUOUS BEARING BAR

EQ. SPA. @ 7•" MAX.3"

CLAMPING BAR

•"x2"

J-BULB SEAL

"8

7 "8

•"x2" CLAMPING BAR

Q

U

L

P

A C

X

J-BULB SEAL

•"x2" CLAMPING BAR

J-BULB SEAL

BAR

CLAMPING

•"x2"

J-BULB SEAL

ƒ" PL. (FCM) ƒ"PL. (FCM)

SEAL NUT

SEAL LOCK WASHER

SEAL FLAT WASHER

SEAL NUT

SEAL LOCK WASHER

SEAL FLAT WASHER

ƒ"PL. (FCM)

BEARING BAR

CONTINUOUS

1†"x2"

2„"x4‚" BEARING PL.

2„"x4‚" BEARING PL.

C L

A M

P

IN

G

B

R

1S-505

1S-505

C

1S-505

1S-5051S-505

B

1S-5051S-505

C BOTTOM SEAL LAYOUT

BOTTOM SEAL SECTION TYPICAL VERTICAL SEAL VIEW J-BULB SEAL

1S-5051S-505

A

1S-505

A

1S-505

NOTES:

A S S

H O

W N

R S

K S

L -1

S -5

.D

G N

TYP. TYP. TYP.

R

1S-505

2 DETAIL

1S-505

1 DETAIL

1S-505

1S-505

1S-505

B

1S-505

NOTE: 2„"x4‚" BEARING PL. NOT SHOWN.

S E

A L A

S S

E M

B L

Y

S T

O P

L O

G F

A B

R

IC

A T

IO

N

REFERENCE SPECIFICATIONS FOR STOPLOG SEAL HARDWARE.1.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

CD

E F

A3

Q

Q

J

M N

K

T2B

T2A

T1B

T1A

H G

SCALE: 1" = 1'-0"

TYPICAL SECTION

DOWNSTREAM ELEVATION

SCALE: •" = 1'-0"

SCALE: •" = 1'-0"

UPSTREAM ELEVATION

SCALE: •" = 1'-0"

PLAN

U1U2U3U4U5U6

L1L2L3L4L5L6L7L8L9

CL

CL

A S S

H O

W N

1S-701

R S

K S

L -1

S -7

.D

G N

1S-502

10 DETAIL

0"

SCALE: 1" = 1'-0"

TYPICAL END VIEW

U0U1AU2AU3AU4AU5AU6A

L2AL3AL4AL5AL6AL7A

BEARING AT CL.

FACE OF

CL. OF PIN

L1 L2 L3 L4 L5

L5

L6 L7 L8 L9

L9 U6 U5 U4 U3A

U3 U2 U1 L1

CL. OF BOTTOM BEARING CL. OF BOTTOM BEARING

DOWNSTREAM.

END WHEN LOOKING

R1 LEFT END, R2 RIGHT

OF BEARING PL. AT CL..

FACE OF SEAL TO FACE

L1 & S2 MEASURED AT L2.

L1 AND L9, S1 MEASURED AT

TRUE VERTICAL PLANE AT

ANGLE MEASURED FROM

CL

S H

E E

T O

F

C O

N T

R O

L D

IM

E N

S

IO

N S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

S

H O

W N

1S-702

R S

K S

L -1

S -7

.D

G N

UNIT

A1 A2 A3 B1 B2 C D E F G H J K L M N P

Q1 Q2 R1 S1 S2

J K L M N P

J K L M N P

SECTION THRU U0 - L2 SECTION THRU U1 - L2A

SECTION THRU U1A - L3

J K L M N P

SECTION THRU U3A - L5

J K L M N P

SECTION THRU U5A - L7

J K L M N P

SECTION THRU U6 - L7A

SECTION THRU U6A - L8

R2 T2BT2AT1BT1A

UNIT

J K L M N PUNIT

S H

E E

T O

F

C O

N T

R O

L D

IM

E N

S

IO

N S

S T

O P

L O

G F

A B

R

IC

A T

IO

N

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

R F

E L

IC

E

D

M O

R A

L E

S

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

GRATING

52'-7‚" OUT TO OUT OF ROLLERS

W6x25C15x40

L2x2xŠ"

•" PL. TYP.

C12x20.7

C12x30…" PL. TYP. •" PL. TYP.

•" PL. TYP.

C12x30

•" PL. TYP.

C15x40

W6x25

"16

C15x40 (FCM)

1" PL. TYP. (FCM)

MARK RSK18

MARK RSK2

MARK RSK2

MARK RSK10

MARK RSK11

MARK RSK1

MARK RSK2

MARK RSK12

END OF CONTROL SHAFTMARK RSK12MARK RSK12

MARK RSK2

LEVER

CONTROL

ASME B30.20

INFORMATION PER

ID PLATE, PROVIDE

MARK RSK9

MARK RSK13

"16

6'-6'-6""4

6'-4"4

6'-3

13'-0"

13'-0" "2

12'-7

"4

12'-11 13'-0"

MARK RSK3

MARK RSK3

MARK RSK14

2S-101

P L

A N A

N D E

L E

V A

T

IO

N

L

IF

T

IN

G B

E A

M

R S

K S

L -2

S -1

.D

G N

R

C L

A Y

2S-502

2S-502

2S-502

CL

2S-502

PLAN

0 1'

SCALE IN FEET

2' 3'.5'

ELEVATION

2S-501

B

2S-101

2S-502

2S-501

A

2S-101 2S-501

D

2S-101

J J

A C

K S

O N

0 1'

SCALE IN FEET

2' 3'.5'

PLAN

CL

CL

2S-502

NOTES:

2S-501

C

2S-101

PLACEMENT ARE SYMETRICAL ABOUT CL.

ALL STRUCTURAL MEMBERS AND BEARING

** GRATING NOT SHOWN FOR CLARITY **

PLACEMENT ARE SYMETRICAL ABOUT CL.

ALL STRUCTURAL MEMBERS AND BEARING

PLACEMENT ARE SYMETRICAL ABOUT CL.

ALL STRUCTURAL MEMBERS AND BEARING

TOLERANCE KEYS AND KEYWAYS PER ASME B17.1 CLASS 1 FIT.5.

SEE SPECIFICATION FOR COMPONENT DETAILS.4.

GENERAL NOTES APPLY.3.

ANCHOR GRATING IN ACCORDANCE WITH NAAMN MGB-531 USING SADDLE CLIPS.2.

STRUCTURAL STEEL SHALL BE ASTM A709 GR. 50.1.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

C12x30 TYP.

"16

1'-3"16

6"8

1'-6"16

3'-8"

"16

3"16

2"

3'-8"

"8

1'-11 "16

7 "16

1'-

T

Y P

31" PL.

L2x2xŠ" TYP.TYP.

C15x40

1" PL. TYP.

C15x40 TYP.

MARK RSK3

3'-8"

"16

2'-4

GRATING

C15x40 TYP.

L2x2xŠ" TYP.

GRATING

W6x25 C15x40 TYP.

"8

3'-8"

MARK RSK2

"16

"2

20°

1" T

Y P

"87

3"

WASHER

BOLT

NUTWASHER

"16

POINTS)

THESE

(BELOW

"8

6"

FOR BEARING

REQUIRED

HOLE AS

NEEDED

SHIM AS

2S-501

S E

C T

IO

N S

L

IF

T

IN

G B

E A

M

R S

K S

L -2

S -5

.D

G N

A S S

H O

W N

R

C L

A Y

J J

A C

K S

O N

"4 3R

‚ TYP.

100%

M.T. ‰

2S-501

Š TYP.

100%

M.T.

TYP.

OBTAIN FINAL DIA.

EXCESS WELD TO

TYPICAL REMOVE

0 6"

SCALE IN FEET

1'3" 9"

TYPICAL SECTION

2S-1012S-501

A

2S-1012S-501

B 0 6"

SCALE IN FEET

1'3" 9"

TYPICAL SECTION

2S-1012S-501

C TYPICAL SECTION

0 6"

SCALE IN FEET

1'3" 9"

TYP.

0 6"

SCALE IN FEET

1'3" 9"

TYPICAL SECTION

2S-1012S-501

D

TYP.

"4 18R

R

"4 3R

"85

R "

R

"8

4R

"4

R

R

"2

2R

HOOK DETAIL

0 6"

SCALE IN FEET

1'3" 9"

2S-501

1 CONNECTION DETAIL

0 1'

SCALE IN FEET

2'6" 1'-6"

‰ TO CHANNEL

BASE SUPPORT

TYP. RAILING

G

MARK NO. REFFERENCE TABLE

DESCRIPTION

LIFTING BEAM HOOK BEARING

LIFTING BEAM CONTROL SHAFT BEARING

TWO-BOLT FLANGE MOUNTED BALL BEARING

WHEEL BUSHING

WHEEL WASHER

LIFTING BEAM WHEELS

LIFTING BEAM WHEEL PIN

LIFTING BEAM HOOK PIN

LIFTING BEAM HOOK

LIFTING BEAM ACTUATOR SHAFT

LIFTING BEAM UNIVERSAL JOINT

LIFTING BEAM SHAFT COUPLINGS

LIFTING BEAM SAFETY RAIL BASE SUPPORT (FOR TWO BASES)

LIFTING BEAM SAFETY RAIL BASE SUPPORT (FOR ONE BASE)

LIFTING BEAM RETAINING RING

LIFTING BEAM LIFTING LUG

LIFTING BEAM REINFORCEMENT PLATE

CLEAVIS PIN. MCMASTER PN: 98412A426 OR PRIOR APPROVED EQUAL

MARK

RSK1

RSK2

RSK3

RSK4

RSK5

RSK6

RSK7

RSK8

RSK9

RSK10

RSK11

RSK12

RSK13

RSK14

RSK15

RSK16

RSK17

RSK18

QTY.

AS REQ'D

AS REQ'D

AS REQ'D

AS REQ'D

2S-501

2S-501

2 KEYWAY DETAIL

N.T.S.

CHANNEL

TO

SUPPORT

BASE

RAILING

TYP.

TO CHANNEL

BASE SUPPORT

TYP. RAILING

2S-501

E

2S-501

0 1'

SCALE IN FEET

2'6" 1'-6"

TYPICAL SECTION

2S-5012S-501

E

"2

R

1"

T

Y P

R

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

•" PL.

C15x40

C12x30 L2x2xŠ"

C15x40

C15x40 L2x2xŠ"

L2x2xŠ"

C15x40

W6x25

L2x2xŠ"

C15x40

C15x40

…" PL.

•" PL.

•" PL.

•" PL.

LIFTING LUG

1" PL.

L2x2xŠ"

L2x2xŠ"

C15x40

C12x30

•" PL.

C15x40

L2x2xŠ"

L2x2xŠ"

C15x40

W6x25 L2x2xŠ"

C15x40

TYP.

L2x2xŠ"

L2x2xŠ"

•" PL.

C12x30

C15x40

L2x2xŠ"

L2x2xŠ" ƒ"x1ƒ" PL.

L2x2xŠ"

1" PL. TYP.

TYP.

L2x2xŠ"

SEE DETAIL 7

MARK RSK1

MARK RSK2

MARK RSK8

MARK RSK15

MARK RSK10

•" PL.

MARK RSK16

MARK RSK17

MANUFACTURE

PER RETAINING RING

GROOVE DIMENSIONS

ƒ"x1ƒ" PL.

"4 ƒ"x1ƒ" PL.

1'-4"

"8

3"

"8

"8

9°

1"

8" TYP.

" TYP.16

1 " TYP.4

DETAIL 5 THIS SHEET

DETAIL OF PIN, SEE

T

Y P

" TYP.8

TYP.

"2

" TYP.4

1 " TYP.2

RSK13 HANDRAIL

1" PL.

MARK RSK6

MARK RSK6

RSK18

MARK

MARK RSK9

MARK RSK11

†" PL.

PLATE

FOLLOWER

RSK7

MARK

" TYP.4

TOLERANCES

FOR DIMENSIONS AND

KEY, SEE ASME B17.1

KEAYSEAT FOR •"x…"

.6

1.531"

TYP.

3.063"

C12x30

C12x30

C12x30

MARK RSK12

"4

3'-0"

"8

2S-502

R S

K S

L -2

S -5

.D

G N

2S-101

1 TYPICAL DETAIL

2S-101

2 TYPICAL DETAIL

2S-101

3 TYPICAL DETAIL

2S-101

4 TYPICAL DETAIL

2S-101

5 TYPICAL DETAIL

2S-502

E

2S-502

2S-502

F

2S-502 2S-502

G

2S-502

2S-502

H

2S-502

2S-5022S-502

E SECTION

2S-502

J

2S-502

2S-5022S-502

F SECTION

2S-5022S-502

G SECTION

2S-5022S-502

H SECTION

2S-5022S-502

J SECTION

S E

C T

IO

N S A

N D D

E T

A

IL

S

L

IF

T

IN

G B

E A

M

R

C L

A Y

J J

A C

K S

O N

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"0 6"

SCALE IN FEET

1'3" 9"0 6"

SCALE IN FEET

1'3" 9"

TYP.

TYP.

2S-502

5 HOOK PIN & RETAINING RING

0 1'

SCALE IN FEET

2'6" 1'-6"

2S-502

0 6"

SCALE IN FEET

1'3" 9"

LIFTING LUG

BOTT.

TOP &

TYP.

BOTT.

TOP &

TYP.

TYP.

TYP.

BOTT.

TOP &

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

CL

Š

TYP.

100%

M.T.

TYP.

ƒ

R

R

Š

TYP.

100%

M.T.

CLARITY.

GRATING HARDWARE NOT SHOWN FOR

HANDRAIL ASSEMBLY, GRATING &

** NOTE:

CLARITY.

GRATING HARDWARE NOT SHOWN FOR

HANDRAIL ASSEMBLY, GRATING &

** NOTE:

CLARITY.

GRATING HARDWARE NOT SHOWN FOR

HANDRAIL ASSEMBLY, GRATING &

** NOTE:

2S-101

6 END CONNECTION

SHEET ID

A

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

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A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

8"

"2

7" "2 ƒ" PL.

.4

•" CHAMFER

"85

‚" - 20 UNC x ƒ"

‚" BOLT

‚" LOCK WASHER

LOCK NUT

‚" NUT &

L2x2xŠ"

"4

2'-8

"4

1 "16

7 "16

8 "16

5 "4

"8

"16

"16

5"4

4"16

9"16

4"16

2x ‚"-20 UNC - 2B …"

SHAFT

END OF CONTROL

ˆ" SPOT FACE AT

THRU

"4

"4

ASTM A193

GR. B7 1-8

UNC x 4.5

BOLT

2"

"8

SLOTTED NUT

MATCH TO

AFTER ASSEMBLY,

COTTER PIN

DRILL HOLE FOR

2" 9"

"2

"8

"4

FACE DEPTH ˆ"

MARK RSK4

MARK RSK6

MARK RSK5

MARK RSK7

CAP SCREW

SOCKET HEAD

‚" - 20 UNC

"16

"4

"8

"8

5"

"2

ˆ" SPOT FACE

"16

"16

"16

"16

"16

"2

UNC •"

SHAFT, SHAFT HOLE ‚" - 20

CORRESPONDING HOLES IN

T

Y P

63.57°

TYP.

„" CHAMFER

2S-503

R S

K S

L -2

S -5

.D

G N

S E

C T

IO

N S A

N D D

E T

A

IL

S

L

IF

T

IN

G B

E A

M

FOLLOWER PLATE

2S-503

B

2S-503

2S-5032S-503

B SECTIONAL VIEW

R

R

C L

A Y

J J

A C

K S

O N

0 12"

SCALE IN FEET

2'6" 18"0 12"

SCALE IN FEET

2'6" 18"

END ELEVATION

0 6"

SCALE IN FEET

1'3" 9"

2S-503

A

2S-503

2S-5032S-503

A

0 6"

SCALE IN FEET

1'3" 9"

VIEW @ LIFTING BEAM CONTROL END

2S-503

C

2S-503

2S-503

0 6"

SCALE IN FEET

1'3" 9"

VIEW @ LIFTING BEAM NON-CONTROL END

2S-503

1 DETAIL END CONTROL SHAFT

0 12"

SCALE IN FEET

2'6" 18"

TYPICAL BUSHING

1.26" 1.0

10" 1.0

TYPICAL PIN

0 12"

SCALE IN FEET

2'6" 18"

TYPICAL WHEEL DETAIL

0 12"

SCALE IN FEET

2'6" 18"

TYPICAL WHEEL WASHER

0 12"

SCALE IN FEET

2'6" 18"

5"

"4

MARK RSK6

MARK RSK5

4"

MARK RSK4

FULL SCALE

MARK RSK7

SLOTTED NUT

1" - 8 UNC

FULL SCALE

MARK RSK

0 12"

SCALE IN FEET

2'6" 18"

TYPICAL HANDLE

1.000"

1.005"

ASTM A36

2S-503

D

2S-503

2S-5032S-503

D TYPICAL WHEEL ASSEMBLY

0 12"

SCALE IN FEET

2'6" 18"

2S-5032S-503

C

0 6"

SCALE IN FEET

1'3" 9"

SECTION VIEW OF CONTROL ARM

TYPICAL GRATING CLAMP

TYP.

TYP.

TYP.

TYP.

1.0

"1.0

** WELDS APPLICALBE **

** TO BOTH ENDS **

** OF LIFTING BEAM **

CL.

O

F

HOLE

SHEET ID

A

M A

R K

D E

S C

R

IP

T

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N D

A T

E

B

C

D

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F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

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IG

N S

E C

T

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IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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E N

G

IN

E E

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IN

G B

R A

N C

H

C O

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T R

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T

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IV

IS

IO

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IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

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D A

T E

S O

L

IC

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A T

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N N

O

F

IL

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A M

E

C O

N T

R A

C T N

O

P L

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A T

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P L

O T S

C A

L E

F A

B R

IC

A T

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T O

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S A

N D L

IF

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IN

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E A

M

S E

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A H C

O U

N T

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O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

2X •" DIA. THRU

CONTROL LEVER

PLATE EACH SIDE

CONTROL LEVER LOCK

SPARE PIN

RELEASE POSITION

COTTER PIN IN

•" CLEVIS PIN WITH

…" PL.

PRIOR APPROVED EQUAL

CARR PN# 98412A426 OR

POSITION, MCMASTER

COTTER PIN IN PICK UP

•" CLEVIS PIN WITH

J

A N

U A

R Y

W

B V

R

W

B V -1

-C -X

X X

X

D D

M O

N T

H Y

Y Y

Y

A S S

H O

W N

2S-504

R S

K S

L -2

S -5

.D

G N

OPERATIONAL CONTROL HANDLE

CONTROL HANDLE PICK-UP POSITION

CONTROL HANDLE RELEASE POSITION

RS KERR LIFTING BEAM PICK UP 1 RS KERR LIFTING BEAM PICK UP 2 RS KERR LIFTING BEAM PICK UP 3

RS KERR LIFTING BEAM RELEASE 1 RS KERR LIFTING BEAM RELEASE 3 RS KERR LIFTING BEAM RELEASE 2

RS KERR LIFTING BEAM RELEASE 4

OPERATION NOTES:

R

C L

A Y

D

IA

G R

A M

S

P

IC

K -U

P R

E L E

A S

E

L

IF

T

IN

G B

E A

M

2S-505

2S-505

2S-505

J J

A C

K S

O N

"2 11R

1" R

"21

R

STAMP LABLES

(CLEVIS PINS REMOVED FOR CLARITY)

0 12"

SCALE IN FEET

2'6" 18"

0 6"

SCALE IN FEET

1'3" 9"

0 6"

SCALE IN FEET

1'3" 9"

0 1'

SCALE IN FEET

4'2' 3'.5'

0 1'

SCALE IN FEET

4'2' 3'.5' 0 1'

SCALE IN FEET

4'2' 3'.5' 0 1'

SCALE IN FEET

4'2' 3'.5'

0 1'

SCALE IN FEET

4'2' 3'.5' 0 1'

SCALE IN FEET

4'2' 3'.5' 0 1'

SCALE IN FEET

4'2' 3'.5'

THIS ORIENTATION.

CLEVIS PIN TO SECURE. CLEVIS PIN WILL NOT GO THROUGH CONTROL LEVER IN

THE CLEVIS PIN IN THE HOLE MARKED RELEASE. INSERT COTTER PIN THROUGH

TO RELEASE STOPLOG, REMOVE CLEVIS PIN FROM HOLE MARKED PICK-UP. STORE 2.

AND THE CONTROL LEVERINSERT COTTER PIN THROUGH CLEVIS PIN TO SECURE.

TO PICK-UP STOPLOG, INSERT CLEVIS PIN THROUGH THE HOLE MARKED PICK-UP 1.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

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N D

A T

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B

C

D

E

F

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2 3 4 5 6 7 8 9 10

C H

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F C

IV

IL

D

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IG

N S

E C

T

IO

N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

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T R

U C

T

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IV

IS

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E N

G

IN

E E

R

IN

G

S U

B M

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Y

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V

IE

W E

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D R

A W

N B

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N E

D B

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D A

T E

S O

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IC

IT

A T

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F

IL

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A M

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C O

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R A

C T N

O

P L

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A T

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P L

O T S

C A

L E

F A

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A T

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T O

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IF

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IN

G B

E A

M

S E

Q U

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A H C

O U

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O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

P

U-KCI

P

E S

AELE

R

Š" BOLT

Œ" BOLT

LOCK NUT

Š" NUT &

WASHER

Š" LOCK

LOCK NUT

Œ" NUT &

WASHER

Š" LOCK

2S-505

R S

K S

L -2

S -5

.D

G N

R

C L

A Y

D

IA

G R

A M D

E T

A

IL

S

P

IC

K -U

P R

E L E

A S

E

L

IF

T

IN

G B

E A

M

0 12"

SCALE IN FEET

2'6" 18" 2S-504

1 PICK-UP 1 DETAIL

2S-504

2 RELEASE 1 DETAIL

2S-504

3 RELEASE 4 DETAIL

J J

A C

K S

O N

0 12"

SCALE IN FEET

2'6" 18" 0 12"

SCALE IN FEET

2'6" 18" SHEET ID

A

M A

R K

D E

S C

R

IP

T

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N D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

IG

N S

E C

T

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N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A 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

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D A

T E

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

C O

N T

R A

C T N

O

P L

O T D

A T

E

P L

O T S

C A

L E

F A

B R

IC

A T

E S

T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

M

S E

Q U

O Y

A H C

O U

N T

Y

O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

PRIOR APPROVED EQUAL

PN: 98335A300 OR

COTTER PIN MCMASTER

STAINLESS STEEL

3"

1.520"

A709 GR. 50

CATCH PIN ASTM

ALLOW FOR WELD

CHAMFER SLOT TO

40°

1" TYP.

SHOWN TYP.

PIN EACH SIDE AS

SHEAR PIN COTTER

AND INSTALL COTTER PIN

BOLT WITH CASTLE NUT

ASSEMBLY MATCH DRILL

WASHERS AS SHOWN, AFTER

B7 CASTLE NUT AND

PIVOT BOLT ASTM A193GR.

C12x30 SHEAR PIN

PIVOT BOLT

SPACE AS SHOWN

EQUALLY SPACED

"4

3"8

45°

1'-0""4

5'-3

C12x30

SHEET ID

A

M A

R K

D E

S C

R

IP

T

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N D

A T

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B

C

D

E

F

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2 3 4 5 6 7 8 9 10

C H

IE

F C

IV

IL

D

E S

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N S

E C

T

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N

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E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A D

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T R

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U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

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E N

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IN

E E

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IN

G

S U

B M

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T E

D B

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R E

V

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W E

D B

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D R

A W

N B

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N E

D B

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T E

S O

L

IC

IT

A T

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N N

O

F

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E N

A M

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C O

N T

R A

C T N

O

P L

O T D

A T

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P L

O T S

C A

L E

F A

B R

IC

A T

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T O

P L

O G

S A

N D L

IF

T

IN

G B

E A

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S E

Q U

O Y

A H C

O U

N T

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O K

L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

E R N

A V

IG

A T

IO

N S

Y S

T E

M

A R

K A

N S

A S R

IV

E R W

A T

E R

S H

E D

A .B

C A

R T

W R

IG

H T

W

B V

R

W

B V -1

-P -X

X X

X

A S S

H O

W N

J

U L

Y

J

U L

Y

R

"16 9R

R

Œ"R

ELEVATION VIEW

0 2'1'

SCALE IN FEET

4' 6'

2S-506

2S-506

2S-506

2S-506

A

2S-506

2S-506

B

2S-506

TYP.

DETAIL END ELEVATION

0 1'

SCALE IN FEET

2'.5' 1.5' 2S-506

2S-506

3 PIN'S AND BOLT DETAIL

TYPICAL SHEAR PIN DETAIL

2S-5062S-506

A TYPICAL SECTION THRU END

0 1'

SCALE IN FEET

2'.5' 1.5' 0 6"

SCALE IN FEET

1'3" 9"

2S-5062S-506

A SECTION THRU CATCH SLOT

0 1'

SCALE IN FEET

3'6" 2' 2S-5062S-506

B

0 1'

SCALE IN FEET

3'6" 2'

SECTION THRU CATCH SLOT & PIN

2S-506

E N

D S

E C

T

IO

N S A

N D D

E T

A

IL

S

L

IF

T

IN

G B

E A

M

R

C L

A Y

R S

K S

L -2

S -5

.D

G N

R

C L

A Y

CL

MATERIAL: ASTM A276, TYPE 304C CONDITION A.

16 x FOR SPARE

16 x FOR ASSEMBLY

32 PER LIFTING BEAMQTY:

NOTES:

COTTER PIN QTY: 641.

SHEET ID

A

M A

R K

D E

S C

R

IP

T

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N D

A T

E

B

C

D

E

F

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2 3 4 5 6 7 8 9 10

C H

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F C

IV

IL

D

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N S

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N

J A

IM

E W

A T

T S P .E of Engineers ® US Army Corps

T U

L S

A

O K

L A

H O

M A

E s t.

S

T R

E E

T

T U

L S

A D

IS

T R

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T

U .S

A R

M Y C

O R

P S O

F E

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E E

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E N

G

IN

E E

R

IN

G B

R A

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C O

N S

T R

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N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

S U

B M

IT

T E

D B

Y

R E

V

IE

W E

D B

Y

D R

A W

N B

Y

D E

S

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N E

D B

Y

D A

T E

S O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

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C O

N T

R A

C T N

O

P L

O T D

A T

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P L

O T S

C A

L E

F A

B R

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A T

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T O

P L

O G

S A

N D L

IF

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G B

E A

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S E

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A H C

O U

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L A

H O

M A

R .S

K E

R R M

A R

IN

E T

E R

M

IN

A L

M c C

L E

L L

A N -K

E R

R A

R K

A N

S A

S R

IV

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A V

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A .B

C A

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B V -1

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X X

X

A S S

H O

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2S-507

R

C L

A Y

R S

K S

L -2

S -5

.D

G N

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W S

IS

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IC

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IF

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IN

G B

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"16

1'-"16

1'-

"16

5'-9

TEST WEIGHT

CENTERLINE OF

LIFTING BEAM LIFT POINTS 4X TYP.

MEASURE DEFLECTION HERE

TEST WEIGHT

CENTERLINE OF

SHEET ID

A

M A

R K

D E

S C

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IP

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IO

N D

A T

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B

C

D

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F

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2 3 4 5 6 7 8 9 10

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A T

T S P .E of Engineers ® US Army Corps

T U

L S

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L A

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S

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2S-508

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A Y

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S -5

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2000 LBS

LBS

LBS

2S-508

A

2S-508

2S-5062S-506

A SECTION THRU END OF LIFTING BEAM

0 1'

SCALE IN FEET

2' 3'.5'

0 2'1'

SCALE IN FEET

4' 6'

ELEVATION VIEW

NOTES:

TO ATTACH TEST WEIGHT TO LIFTING BEAM ENDS, WEB SLINGS SHALL BE USED.6.

SEE SPECIFICATION SECTION 35 20 00 FOR ADDITIONAL DETAILS.5

INCLUDE THE END DEFLECTIONS IN INCHES AND INSPECTION FINDINGS.

SUBMIT RESULTS IN PROOF LOAD TEST REPORT SUBMITTAL. RESULTS SHALL 4.

AFTER END LOAD TEST PERFORM INSPECTION PER ASME B30.20.3.

POSITION, WAIT 5 MINUTES AND MEASURE DEFLECTION AT END OF BEAM.

ENDS OF BEAM. LIFT LIFTING BEAM WITH THE END WEIGHT ATTACHED TO SAME

THEM LOWER BEAM AND ATTACH 2000 LBS CERTIFIED TEST WEIGHT TO BOTH

LIFTING BEAM, WAIT 5 MINUTES AND MEASURE DEFLECTION AT END OF BEAM.

WITH LIFT BEAM UNLOADED, RAISE LIFTING BEAM AT LIFTING LUGS, SUSPEND 2.

PERFORMED AFTER THE PROOF LOAD TEST.

THE END LOAD TEST IS IN ADDITION TO THE PROOF LOAD TEST AND SHALL BE 1.

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IF

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IN

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CONTROL DIMENSIONS

DIMENSION VALUE TOLERANCE ACTUAL

A

B

C

D

E

F

G

H

J

K

L

52'-7‰"

51'-4"

2'-4„"

2'-4„"

12'-8"

13'-0"

2'-7‚"

3'-8"

TABLE PROVIDED. SEE SPECIFICATIONS FOR MORE INFORMATION.

PAINTING, THE CONTRACTOR SHALL RECORD THE ACTUAL DIMENSIONS IN THE

CONTROL DIMENSIONS SHALL BE RECORDED AFTER FABRICATION BUT PRIOR TO

** NOTE:

0 2'1'

SCALE IN FEET

4' 6'

PLAN

ELEVATION

0 2'1'

SCALE IN FEET

4' 6'

R

C L

A Y

HANDRAIL NOT SHOWN FOR CLARITY.

** NOTE:

J J

A C

K S

O N

13'-0"

12'-8"

M

N

P

Q

R

3'-8"

2'-11‚"

2'-7‚"

2'-11‚"

NOTES:

TOLERANCE PER SPECIFICATIONS.1.

S

T

U

1'-11…"

1'-11…"

15"

6'-11‡"

6'-11‡"

V

W

X

Y

Z

AA 2'-10ˆ"

8Œ"

8Œ"

6'-6"

6'-6"

2'-10ˆ"

SHEET ID

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