Amendment 0006 Charenton Flood Gate -Stamped and signed plans 5-24-22-3 of 3.pdf

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CONTROL DIMENSIONS NEEDLE GIRDER RS NEEDLE GIRDER GS

LENGTH OF GIRDER (A)

DEPTH OF GIRDER RIGHT SIDE - BOTH SIDES OF FLANGE (B)

DEPTH OF GIRDER LEFT SIDE - BOTH SIDES OF FLANGE (C)

DEPTH OF GIRDER MIDDLE - BOTH SIDES OF FLANGE (D)

ARC OF GIRDER MIDSPAN - PLAN VIEW

ARC OF GIRDER OVER ENTIRE LENGTH - PLAN VIEW

FLANGE WIDTH RIGHT SIDE (E)

FLANGE WIDTH LEFT SIDE (F)

ARC OF FLANGE MID SPAN - TOP AND BOTTOM FLANGE

ARC OF FLANGE OVER ENTIRE LENGTH - TOP AND BOTTOM FLANGE

3. A GOVERNMENT REPRESENTATIVE SHALL BE ON SITE TO WITNESS THE MEASUREMENTS BEING TAKEN.

2. MEASUREMENTS SHALL BE SUBMITTED TO GOVERNMENT FOR REVIEW AND APPROVAL BEFORE PROCEDING.

C. POST DELIVERY

B. POST PAINTING / PRIOR TO DELIVERY

A. POST FABRICATION IN SHOP / PRIOR TO PRIMING AND PAINTING

1. CONTROL DIMENSIONS TO BE RECORDED AT THREE SEPARATE WITNESS POINTS:

NOTES:

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D3

NEEDLE GIRDER CONTROL DIMENSIONS

NTS.

36' 49'

3'-0"3'-0"

4'-0"3'-9"

1'-4"1'-4"

3'-0"3'-0"

0 0

1'-4"1'-4"

0 0

TOLERANCE MEASURED LENGTH RS

± 1/8"

± 1/16"

± 1/16"

1/16"

± 1/16"

± 1/16"

MEASURED LENGTH GS

AMBIENT TEMPERATURE AT TIME OF MEASUREMENT

STEEL SURFACE TEMPERATURE AT TIME OF MEASUREMENT

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RIVER SIDE

RECESS

MACHINERY

CONTROL HOUSE

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MACHINERY BLOCK

THRUST BLOCK

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PLAN AT EL. 31.30

SCALE : 3/16"=1'-0" 0 4' 8' 12' A7

A9

SECTION

SCALE : 3/16"=1'-0"

SECTION

SCALE : 3/16"=1'-0"0 4' 8' 12' 0 4' 8' 12'

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POSITION

SECTOR GATE IN CLOSED

NEEDLE GIRDER SLOT (TYP.)

CLOSED POSITION

SIDE SEAL IN

FACE OF RECESS

BASE SLAB

1/2CHANNEL SIDE 8x4x

SEAL ANGLE

18'-0"

14'-9" 33'-0"

3'-3"

'-1 /4

4'-9"

32'-0" 2'-3 1/2 "

/2

3'-3"

3'-6"

/8

R

2' -1 5/

'-1 /8

R /1

R

/1

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NEEDLE GIRDER SLOT

/1

10 1/2 "

CLOSED POSITION

SIDE SEAL IN

FACE OF CHANNEL

GATE STOP

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/2"18x4x

RECESS SIDE

SEAL ANGLE

GULF SIDE

/8

(EL. 31.30)

TOP OF WALKWAY

(EL. 29.30)

UPPER FRAME

(EL. 31.30)

TOP OF WALKWAY

(EL. 29.30)

UPPER FRAME

FRAME (EL. 17.80)

UPPER CENTER

FRAME (EL. 17.80)

UPPER CENTER

FRAME (EL. 7.50)

LOWER CENTER

FRAME (EL. 7.50)

LOWER CENTER

(EL. -4.00)

BOTTOM FRAME

(EL. -6.00)

GATE SILL

(EL. -4.00)

BOTTOM FRAME

(EL. -6.00)

GATE SILL

/8

FENDER SYSTEM

OUTER EDGE OF THE

A9

SC-101

A

S C -1

D1

SC-319

SC-319

D5 SHEET SC-513

DETAIL SEE

LADDER

2'-10 1/2 "

2'- 5/

5/8"

1'-6

51'-0"

HAND HOLE

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SC-102

SC-301

A1

E5

SC-501

E8

SC-501

E1

SC-502

(T Y

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(T Y

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A N

N E L S

ID

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RECESS SIDE

A1

PLAN - UPPER FRAME

SCALE : 3/8"=1'-0" 4'0 2' 8'

GENERAL SHEET NOTES

E1

S E

C T

O R

G A

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U P

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40'-1 9/16 "

20'- 3/4 "20'- 3/4 "

/8

/4

22'-4 9/16 "

/4

'-4 /8

(T

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WP

6"

(TYP.)

R

VERT.

W10x60

30°

'-1 1 1

1/1 6 "

R

SC-203

A1

SC-501

OUTS

ID

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ACE O

F S

KIN

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O U

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ID

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IN

P L A T E

W10x60

W x

W10x60

W x

W x

W x F C

M

W10x60 (FCM)

C/L SECTOR GATE LEAF

FOR DETAILS

SEE SHEET SC-513

LADDER (TYP)

FOR DETAILS

SEE SHEET SC-511

LIFT EYE #1 (FCM)

FOR DETAILS,

SEE SHEET SC-306

HINGE ASSEMBLY

FOR DETAILS

SEE SHEET SC-511

LIFT EYE #2 (FCM)

CURVED GIRDER = FCM

W27x129 HORIZ.

FOR DETAILS

SEE SHEET SC-511

LIFT EYE #3 (FCM)

REFER SHEET SC-302, A5

SEAL ANGLE

FOR DETAILS

SEE SHEET SC-512

LIFT EYE #5 (FCM)

(BELOW)

W27x129 VERT.

FOR DETAILS

SEE SHEET SC-512

LIFT EYE #4 (FCM)

REFER SHEET SC-302, A1

SEAL ANGLE

(BELOW)

W27x129 VERT.

A L

O N

G O

U T S

ID

E F

A C

E O

F S

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IN

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L A T E

24 INTERCOSTALS TOTAL.

5/16". 121 INTERCOSTALS @ 1'-11

HINGE PLATE = FCM

TOP AND BOTTOM

GRAVITY

CENTER OF

/1

/8"3SKIN PL.

1/2INTERCOSTAL L8x4x

STIFF. PL.

A6

SC-502

(TYP)

(FCM-5-KIP RATING)

TIE-OFF POINT

'-2 /8

'-9

THE LIFT EYES ON A STEEL PLATE.

WELDED INTO THE WEB OF THE CURVED GIRDER NEAR

FABRICATED GATE. THE ACTUAL GATE WEIGHT SHALL BE

CONTRACTOR SHALL VERIFY THE WEIGHT OF THE

ASSEMBLIES THAT ARE PART OF THE GATE. THE

WALKWAY AND PARTS OF THE HINGE AND PINTLE

ESTIMATION INCLUDES THE FENDER SYSTEM, THE

ESTIMATED WEIGHT OF SECTOR GATE IS 260 KIPS. THIS 5.

SEE SHEETS SC-501 THRU SC-510.

FOR JOINT AND GUSSET PLATE DETAILS AND WELDING,4.

NOR AT JOINTS WHERE A LIFT EYE IS SPECIFIED.

AND ARE NOT REQUIRED ON THE CURVED GIRDER

TIE OFF-POINTS SHALL BE PLACED AT FRAME JOINTS 3.

SHALL CONFORM TO SPEC 05 50 20.

APPROVAL. NDT WELD TESTING OF BUILT-UP GIRDER

SUBSTITUTED MATERIAL TYPES MUST BE SUBMITTED FOR

HAS A SECTION EQUIVALENT TO THE W27X129. ALL

CONTRACTOR MAY SUBSTITUTE A BUILT-UP GIRDER THAT 2.

FENDER SYSTEM AND WALKWAY OMITTED FOR CLARITY.1.

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SC-103

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ACE O

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KIN

PLAT

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C H

A N

N E L S

ID

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RECESS SIDE

E4

SC-503

E1

SC-503

E7

SC-503

D1

SC-504

D7

SC-504

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P L A T E

GENERAL SHEET NOTES

W x

W10x60

W x 0W x

W x

W10x60 W10x60

A1

SCALE : 3/8"=1'-0" 4'0 2' 8'

PLAN - UPPER CENTER FRAME

S E

C T

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G A

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U P

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L A T E

6" (TYP.)

R

40'-1 9/16 "

'-4 /8

W10x60

6"

(TYP.)

R

VERT.

W27x129

PIPE-18x0.375

WP

C/L SECTOR GATE LEAF

SHEET SC-513

DETAIL SEE

LADDER

W10x60

VERT.

W10x60

CURVED GIRDER = FCM

W27x129 HORIZ.

VERT.

W27x129

'-1 1 1

1/1 6 "

R

1/2L8x4x

INTERCOSTAL

30°

SEE SHEETS SC-501 THRU SC-510.

FOR JOINT AND GUSSET PLATE DETAILS AND WELDING, 3.

APPROVAL.

SUBSTITUTED MATERIAL TYPES MUST BE SUBMITTED FOR

HAS A SECTION EQUIVALENT TO THE W27x129. ALL

CONTRACTOR MAY SUBSTITUTE A BUILT-UP GIRDER THAT 2.

FENDER SYSTEM OMITTED FOR CLARITY.1.

/8"3SKIN PL.

STIFF. PL.

24 INTERCOSTALS TOTAL.

15/16". 21 INTERCOSTALS @ 1'-11

/4

/4

20'- 3/4 "20'- 3/4 "

/1

'-9

'-2 /8

STIFF. PL.

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SHEET ID

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SC-104

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ACE O

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KIN

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E

E1

SC-505

E4

SC-505

E8

SC-505

D1

SC-506

D7

SC-506

O U

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P L A T E

GENERAL SHEET NOTES

A1

SCALE : 3/8"=1'-0"

PLAN - LOWER CENTER FRAME

4'0 2' 8'

W x

W14x90

W x

W x

W x

W14x90

S E

C T

O R

G A

O

W E

R C

E N

T E

R F

R A

M E

(T Y

P

(T Y

P

A L

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G O

U T S

ID

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A C

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F S

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L A T E

RECESS SIDE

W14x90

C H

A N

N E L S

ID

E

6" (

TYP.)

R

30°

40'-1 9/16 "

W14x90

W27x129 VERT.

'-1 1 1

1/1 6 "

R

STIFF. PL.

W27x129 VERT.

'-4 /8

1/2INTERCOSTAL L8x4x

/8"3SKIN PL.

CURVED GIRDER = FCM

W27x129 HORIZ.

VERT.

W10x60

C15x50

SHEET SC-513

DETAIL SEE

LADDER

C/L SECTOR GATE LEAF

W14x90

WP

PIPE-18x0.375

STIFF. PL.

24 INTERCOSTALS TOTAL.

15/16" 21 INTERCOSTALS @ 1'-11

20'- 3/4" 20'- 3/4"

/4

/4

/1

'-2 /8

'-9

SEE SHEETS SC-501 THRU SC-510.

FOR JOINT AND GUSSET PLATE DETAILS AND WELDING, 3.

APPROVAL.

SUBSTITUTED MATERIAL TYPES MUST BE SUBMITTED FOR

HAS A SECTION EQUIVALENT TO THE W27x129. ALL

CONTRACTOR MAY SUBSTITUTE A BUILT-UP GIRDER THAT 2.

FENDER SYSTEM OMITTED FOR CLARITY.1.

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SC-105

IDE F

ACE O

F S

KIN

PLAT

E

C H

A N

N E L S

ID

E

D1

SC-508

D6

SC-508

D1

SC-509

D6

SC-509

6" (T Y P

R

6" (TYP.)

R

O U

T S

ID

E F

A C

E O

F S

K

IN

P L A T E

GENERAL SHEET NOTES

A1

SCALE : 3/8"=1'-0" 4'0 2' 8'

PLAN - BOTTOM FRAME

S E

C T

O R

G A

T E

B O

T T

O M

F R

A M

E

W x F C

M

W x F C

M

W x (F

C M

W14x159 (

FCM)

W14x159 (FCM) W14x159 (FCM)

W x F C

M

(T Y

P

(T Y

P

RECESS SIDE

40'-1 9/16 "

20'- 3/4 "20'- 3/4 "

/4

/4

VERT.

W27x129

VERT.

W14x90

C/L SECTOR GATE LEAF

VERT.

W27x129

VERT.

W10x60

STIFF. PL.

CURVED GIRDER = FCM

W27x129 HORIZ.

STIFF. PL.

C15x50

VERT.

W14x90

1/2L8x4x

INTERCOSTAL

WP

'-4 /8

'-1 1 1

1/1 6 "

R

SHEET SC-513

DETAIL SEE

LADDER

30°

SHEET SC 311

DETAILS SEE

PINTLE ASSEMBLY

/8"3SKIN PL.

A L

O N

G O

U T S

ID

E F

A C

E O

F S

K

IN

P

L A T E

SEE SHEETS SC-501 THRU SC-510.

FOR JOINT AND GUSSET PLATE DETAILS AND WELDING, 3.

APPROVAL.

SUBSTITUTED MATERIAL TYPES MUST BE SUBMITTED FOR

HAS A SECTION EQUIVALENT TO THE W27x129. ALL

CONTRACTOR MAY SUBSTITUTE A BUILT-UP GIRDER THAT 2.

FENDER SYSTEM OMITTED FOR CLARITY.1.

24 INTERCOSTALS TOTAL.

15/16" 21 INTERCOSTALS @ 1'-11

/1

'-9

'-2 /8

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L K

W A

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L

SC-106

E

C T

O R

G A

T

RECESS SIDE

W10x60

W10x60

W10x60

W x

W x

W x

W x

OUTS

ID

E

FACE

OF

SKI

NPLAT

E

W

ID

T H

W A

L K

W A

Y

WID

THWALKWAY

A1

PLAN- WALKWAY @ T.O.S. +31.30

SCALE : 3/8"=1'-0" 4'0 2' 8'

E1

SC-305

W

IDTH

W

ALKW

AY

'-1 1 1

1/1 6"

1/

4'-0"

42'-1 15/16 "

22'-1 3/16 "

5 SPACES @ 6'-0" = 30'-0"2'-4"2'-8"

S

P A

C E S

/4

/1

/1

4'-0

'-9 /1

S

P A

C E S '-0 /4

'-1 /2

'-9 /1

WP

3/8L3x3x

PANEL ANGLE LONG SIDE

3/8L3x3x

PANEL ANGLE SHORT SIDE

1/21/2x L5x3

OUTER ANGLES LONG SIDE

3/8L6x3x

BRACING ANGLE

C/L SECTOR GATE LEAF

CURVED GIRDER

W27x129 HORZ.

VERTICAL

W10 x 60

SC-304

A1

SC-304

E1

SC-305

A1

SC-304

E5

C H

A N

N E L S

ID

E

A L O

N G O

U T S

ID

E F

A C

E O

F S

K

IN

P L A T E

'-9

'-2 /8

SC-513

A6

GRATING NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

3/4"20'-

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SC-107

E

C T

O R

G A

1'-6"

S

P A

C E S '-8

/1

'-4 /8

30°

RECESS TRUSS

C H

A N

N E L T

R U S S

SC-107

D8

SC-107

D8

SC-107

D8

A1

SCALE : 3/8"=1'-0" 4'0 2' 8'

SCALE : 1"=1'-0"

GUARDRAIL POST

F8 0 1' 2'6"

SCALE : 1"=1'-0"

GUARDRAIL WING DETAIL

D8 0 1' 2'6"

SCALE : 1"=1'-0"

ELEVATION : TYPICAL GUARDRAIL

A8 0 1' 2'6"

PLAN - GUARDRAIL

W

IN

G

/2

/2

'-6

2'-10"

WING

1'-8"

4'-11" 5'-10 1/2 " 5'-10 1/2 " 6'-0"6" 6'-0" 6" 6'-0" 3'-0"6"

'-1

/1

TYP.

TYP.

TYP.

TYP.

F8

SC-107

HANDRAIL ONLY

WING OUTSIDE

ALUMINUM SHALL BE ALLOY 6061 - T6

2" Ø ALUMINUM PIPE, FOR RAILS AND POSTS,

NOTE: ALL GUARDRAIL SHALL BE SCHEDULE 80

HANDRAIL ONLY

WING OUTSIDE

FOR EXPANSION AND CONTRACTION BETWEEN POSTS.

POSTS USING A NONWELDED CONNECTION THAT ALLOWS

1. TOE BOARD SHALL BE FASTENED TO THE GUARDRAIL

NOTE:

REM

OVABLE CHAIN

SHEET SC-513

DETAIL SEE

LADDER

SAFETY CHAIN

REMOVABLE

C/L SECTOR GATE LEAF

VARIES

VARIES

VARIES

SCH 80 (TYP.)

SPACER

AND NUT W/PTFE

/4" DIA. C.R.S BOLT1

SLEEVE

HOLE IN PIPE

CUT "V" NOT DRAIN

/16" (TYP.)5

STIFF. PL.

/2"1L5x3x

WALKING SURFACE), SEE NOTE 1

/4" ABOVE 1PLATE (SET

/8" x 4" ALUMINUM KICK3

BRACKET

TOE BOARD

GRADE B

(TYP.) ASTM A53

SLEEVE SCH 40

1/2x1/2 L5x3

/2

/1

/16"5STIFF. PL.

6" 6"

/10" NEOPRENE PAD1

3'-8 5/8 "

" (T

Y P

4'-5 3/4 "

/8

/1

'-3 /1

3'-9 5/8 "

CHAIN

REMOVABLE

GATE BAY WITH

CONNECT TO

REMOVABLE CHAIN

CONNECTION OF

ATTACHMENT FOR

PROVIDE

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SC-107A

RIVER SIDE

RECESS

MACHINERY

CONTROL HOUSE

N

MACHINERY BLOCK

THRUST BLOCK

A1

PLAN AT EL. 31.30

SCALE : 3/16"=1'-0" 0 4' 8' 12'

S E

C T

O R

G A

T E

C L

E A

R A

N C

E

POSITION

SECTOR GATE IN CLOSED

NEEDLE GIRDER SLOT (TYP.)

CLOSED POSITION

SIDE SEAL IN

FACE OF RECESS

0"R

18'-0"

14'-9" 33'-0"

3'-3"

'-1 /4

4'-9"

32'-0" 2'-3 1/2 "

/2

3'-6"

/8

R

'-1 /8

R

NEEDLE GIRDER SLOT

/1

10 1/2 "

CLOSED POSITION

SIDE SEAL IN

FACE OF CHANNEL

GATE STOP

GULF SIDE

FENDER SYSTEM

OUTER EDGE OF THE

'-1 /1

R

'-1

/1

R

F A

C E O

F S

K

IN

P

L A T E

D

IS

T A

N C

E T

O O

U T S

ID

C7

SC-107A

2'0 1' 4'

DETAIL

C7

SCALE : 3/4"=1'-0"

C/L CHANNEL TRUSS

SECTOR GATE UPPER FRAME

W27x129

S T

R U

C T

U R

E E

L .3

T O

P O

F G

A T

/4

/2

/2

(TYP)

C/L

2 1/2"x2"

LUG

W14x90

1'-7 1/4"

2'-9"

/4

W x

1'-10"

/4"3END PL.

/2

/2

1'-10" x 10" x 8"

COMPOSITE FENDER

/8

SEE SHEET SC-303

CHANNEL SEAL BRACKET

@ 2'-6" C/C

/8" STIFFNER PL3

SEAL ANGLE

L8x4x1/2

F593, TYPE 316 (TYP)

/4" DIA. ANCHOR BOLT 3

NUT (TYP)

LOCK

/4" DIA. x 5" LG. COUPLING (TYP)3

NON-SHRINK GROUT

10 1/2 "

1 1/4 "2

7 1/2 "

G A

T E

I N

C L

O S

E D

P O

S

IT

IO

N

6"R

(TYP)

BOTTOM SEAL

3 7/8 "

A1

SC-302

/2

3'-3"

SEE SHEET SC-513

LADDER DETAIL

/8" HOLD BACK3

GEAR RACK NOT SHOWN FOR CLARITY SEE SHEET M-104.1.

GENERAL SHEET NOTES

1'-6 5/8 "

2'- 5/

HORIZONTAL FRAME

1 REQUIRED AT TOP

HORIZONTAL FRAME

1 REQUIRED AT TOP

NOTE:

D1

SC-319

NS, FS

STIFF PL.3/8"

STIFF PL.1/2"

8"

9" 1

HAND HOLE

C

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SHEET ID

C H

A R

E N

T O

N F

L O

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G A

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M B

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C K

D B

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D A

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F

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N N

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SC-201

EL. 29.30

UPPER FRAME

EL. 17.80

EL. 7.50

BOTTOM FRAME

EL. -4.00

GATE SILL

EL. -6.00

P

IP

E -1 x .3

EL. 31.30EL. 31.30

TOP OF WALKWAY TOP OF GATE BAY

A7

SC-503

A1

SC-508

SC-508

A8

SC-505

A8

SC-501

A1

SC-501

A4

SC-503

A4

SC-505

A1

SC-503

A1

SC-505

A1

SC-314

LOWER FENDER SUPPORT

EL. -0.50

W x

W x9

W x

W14x90

W x

W 10x60

W10x60

W x6

W x6

W10x60

W10x60

W14x90

W 14x159

W x

W x

W x

A1

ELEVATION - CHANNEL TRUSS

SCALE: 3/8"=1'-0" 4'0 2' 8'

A6

GENERAL SHEET NOTES

S E

C T

O R

G A

C

A N

N E

L T

R U

S S

E L

E V

A T

IO

N

W14x159 (FCM)W14x159 (FCM)

W10x60 (FCM)

SUPPORT

UPPER FENDER

FRAME

UPPER CENTER

SUPPORT

MIDDLE FENDER

FRAME

LOWER CENTER

SC-107 SHEET

SEE GUARDRAIL DETAIL

CURVED GIRDER (FCM)

W27x129

PINTLE ASSEMBLY

JACK PL. (TYP.)

HINGE PLATE = FCM

TOP AND BOTTOM

HINGE ASSEMBLY

FACE OF GATE BAY WALL

CURVED GIRDER (FCM)

W27x129

CURVED GIRDER (FCM)

W27x129

CURVED GIRDER (FCM)

W27x129

41'-2 13/16" OUTSIDE FACE OF W27x129

20'- 3/4 " 20'- 3/4 "

/8

5'-10 1/2 " 6'-0" 6'-0" 6'-0" 5'-10 1/2 " 5'-10 1/2 " 2'-10"

1'-8"

/8

8 3/8"

1/2 "

6" 6" 6"

/2 (TYP.)1L6x6x/2 1L8x8x (TYP.)

FENDER CONNECTION

/8" SKIN PL.3

BLOCK

FACE OF THRUST

SC-311 TO SC-314.

SEE DETAIL OF PINTLE ASSEMBLY PLANS SHEET 3.

SC-306 TO SC-310.

SEE DETAIL OF HINGE ASSEMBLY PLANS SHEET 2.

FENDER ASSEMBLY OMITTED FOR CLARITY.1.

CHANNEL MEMBER

C15x50

6"

41'-11 11/16" OUTSIDE FACE OF SKIN PLATE

1'-6 9/16 "

SEE DETAIL A6 - SC 502

(FCM-5-KIP RATING) (TYP)

TIE-OFF POINT

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S O

L

IC

IT

A

T

IO

N N

O

W

P

-2

-R -0

SC-202

EL. 29.30

UPPER FRAME

FRAME

UPPER CENTER

EL. 17.80

EL. 7.50

BOTTOM FRAME

EL. -4.00

GATE SILL

EL. -6.00

FRAME

LOWER CENTER

W x

P

IP

E -1 x .3

TOP OF WALKWAY

(EL. 31.30)

TOP OF GATE BAY

(EL. 31.30)

A1

SC-508

A1

SC-501

A1

SC-503

A4

SC-503

A7

SC-504

A7

SC-506

A6

SC-509

A5

SC-501

A1

SC-505

A4

SC-505

A1

SC-314

A5

SC-306

W10x60W10x60

W x

W x

W14x90

W 10x60

W x

W x

W14x90

W 14x90

W10x60

W x

13/16" OUTSIDE FACE OF W27x129 41'-2

A1

ELEVATION - RECESS TRUSS

SCALE: 3/8"=1'-0" 4'0 2' 8'

4'-11"

W x6

W 10x60

GENERAL SHEET NOTES

S E

C T

O R

G A

T E

R E

C E

S S

T R

U S

S E

L E

V A

T

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N

W10x60 (FCM)

W14x159 (FCM) W14x159 (FCM)

PINTLE ASSEMBLY

BLOCK

FACE OF THRUST

CURVED GIRDER (TYP.)

W27x129

SC-107 SHEET

SEE GUARDRAIL DETAIL

/8" SKIN PLATE3

FACE OF GATE BAY WALL

20'- 3/4 " 20'- 3/4 "

/8

6'-0"6'-0"5'-10 1/2 "5'-10 1/2 "2'-10" 6" 6" 6"

1/2 "

8 3/8"

HINGE PLATE = FCM

TOP AND BOTTOM

HINGE ASSEMBLY

SC-311 TO SC-314.

SEE DETAIL OF PINTLE ASSEMBLY PLANS SHEET 3.

SC-306 TO SC-310.

SEE DETAIL OF HINGE ASSEMBLY PLANS SHEET 2.

FENDER ASSEMBLY OMITTED FOR CLARITY.1.

41'-11 11/16" OUTSIDE FACE OF SKIN PLATE

1'-8"

3'-0"6'-0"

JACK PLATE (TYP.)

SC-510

E6

SEE DETAIL A6 - SC 502

(FCM-5-KIP RATING) (TYP)

TIE-OFF POINT

W x1

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SHEET ID

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SC-203

E

C T

O R

G A

EL. 28.83

C/L RACK SUPPORT PLATE

EL. 17.80

EL. -4.00

EL. -6.00

C/L VERT. GIRDER W33x141

UPPER CENTER FRAME

LOWER CENTER FRAME

BOTTOM FRAME

GATE SILL

C4

SC-301

EL. 31.30

TOP OF WALKWAY

EL. 7.50

EL. 29.30 UPPER FRAME

4'0 2' 8'SC-102

G4

C4

SC-301

GENERAL SHEET NOTES

S K

IN

P

L A

T E

E L

E V

A T

IO

C/L RECESS TRUSS

/8

1'-5 7/16 "

2'- 1/4 "

C/L CHANNEL TRUSS

EDGE OF SKIN PL.

W27X129

W27X129

W27X129

8x4x1/2

SEAL ANGLE

W27X129

SPACED @ 2'-6"

STIFF. PL. (TYP.)

COMPOSITE FENDER

C/L CHANNEL TRUSS

SPLICE

W27X129

SPLICESPLICE

RACK SUPPORT PL.

SPLICE

TOP OF SKIN PL.

C/L RECESS TRUSS

SKIN PL.

EXTENSION

RACK SUPPORT

SPACED @ 2'-6"

STIFF. PL. (TYP.)

8x4x1/2

SEAL ANGLE

/8" THICK SKIN PL.3

/8" THICK SKIN PL.3

CLARITY

NOT SHOWN FOR

FENDER SYSTEM

1/2L8x4x

SHOWN

WALKWAY NOT

INTERCOSTAL IS MAINTAINED.

DISTANCE OF 5 INCHES FROM

LOCATION, PROVIDED MINIMUM

PLATE VERTICAL SPLICE

CONTRACTOR MAY CHOOSE SKIN

HOLES

C/L SEAL BOLT

/8

4 1/4 "

/8

W27X129

(TYP.)2

L8x4x

5" MINIMUM FROM INTERCOSTAL

/4

SKIN PL.

EDGE OF

43'-11 1/2 " ALONG OUTSIDE FACE OF SKIN PLATE

1'-9"2'-2 5/8 "

VERTICALLY

SKIN PL. SLOTTED

1/16" x 2" HOLE IN 1

C/L SEAL BOLT

2'- 5/8 "

15/16" 21 NO. INTERCOSTALS @ 1'-11

/8" (TYP.)3STIFF. PL.

/8" (TYP.)3STIFF. PL.

3/8" TOTAL WIDTH OF SKIN PLATE ALONG OUTSIDE FACE OF SKIN PLATE 46'-4

2'- 5/8 "

EDGE OF SKIN PL.

ANGLE

EDGE OF SEAL

/4

TYP.

4x4x3/8" THICK STIFF.PL.

STOP

GATE

TOP OF SEAL ANGLE

EL. 28.00

TYP.

A9

SC-203

/8" THICK SKIN PL.3 STIFF. PL. 3/8"

CURVED GIRDER (FCM)

W27x129 HORIZ.

STIFF.PL.

4x4x3/8" THICK

L8x4x1/2

CJP

A1

ELEVATION - DEVELOPED SKIN PLATE

SCALE: 3/8"=1'-0"

A9

DETAIL

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

/8" (TYP.)3STIFF. PL.

4x4x3/8" THICK STIFF.PL.

AND DETAIL A9 ON SHEET SC-203.

ELEVATIONS. FOR STIFFENER DETAILS SEE SC-500 SERIES

STIFFENERS ARE REQUIRED AT THE INDICATED

HEIGHT THROUGH CJP WELDING. INTERCOSTAL

5. INTERCOSTALS SHALL BE MADE CONTINUOUS OVER FULL

BOTTOM AND VERTICAL SEALS.

SEALS NOT SHOWN. SEE SHEET SC-302 AND SC-303 FOR 4.

FROM INTERCOSTAL IS MAINTAINED.

LOCATION, PROVIDED MINIMUM DISTANCE OF 5 INCHES

CONTRACTOR MAY CHOOSE SKIN PLATE VERTICAL SPLICE 3.

WITHOUT APPROVAL OF CONTRACTING OFFICER.

NO HORIZONTAL SPLICES IN SKIN PLATE ALLOWED 2.

GRIND SPLICE WELDS FLUSH.1.

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SC-204

E

C T

O R

G A

W14x159

UPPER CENTER FRAME

EL. 17.80

BOTTOM FRAME

EL. -4.00

GATE SILL

EL. -6.00

EL. -1.00

E1

SC-318

BOTTOM FRAME

EL. -4.00

GATE SILL

EL. -6.00

BOTTOM OF FENDER

C /L

T R

U S

S

EL. -1.00

W x9

W x

W x6

W x6

W10x60 W10x60

W10x60

EL. 7.50

EL. -0.50

UPPER FRAME

EL. 29.30

LOWER CENTER FRAME

EL. 7.50

EL. -0.50

EL. 17.80

EL. 18.30

W x

ELEVATION - CHANNEL SIDE FENDER AND TRUSS

0 4' 8'2'B1

SCALE: 1/4"=1'-0"

B7 0 4' 8'2'

SECTION - CHANNEL SIDE FENDER

SCALE: 1/4"=1'-0"

LOWER FENDER SUPPORT

& MIDDLE FENDER SUPPORT

& UPPER FENDER SUPPORT

B7

F2

F E

N D

E R

S Y

S T

E M

P L

A N

E

L E

V A

T

SC-317

SC-204

D2

SC-317

W10x60 (FCM)

W14x159 (FCM) W14x159 (FCM)

TOP OF WALKWAY EL. 31.30

TOP OF GATE BAY

EL. 31.30

C15x50

W27x129 (FCM)

W10x60 PIPE-18x0.375

(TYP.)

W18x71

ASSEMBLY

PINTLE

W12x40

W18x71

W18x71

W18x71 FRAME

UPPER CENTER

EL. 17.80

FRAME

LOWER CENTER

EL. 7.50

FENDER

EL. 18.30 TOP OF

GENERAL SHEET NOTES

/4

/4

38'-6 5/8 "1'-6 7/8 "

40'-1 1/2 "

41'-11 11/16 "

/4

/4

/8

/4

/4

T Y

P

OFFICER.

TO THE SITE SHALL BE APPROVED BY THE CONTRACTING

ANY FIELD SPLICES REQUIRED FOR TRANSPORTATION

THE FENDER RACK SHALL BE SHOP FABRICATED.1.

HINGE PLATE = FCM

TOP AND BOTTOM

HINGE ASSEMBLY

HORZ.

W10x60

W10x60

HORZ.

W14x90

W14x90

2'-10 1/2 "

(TYP.)

W18x71

W12x40

W12x40

FENDERS 1'-0"x8"

YELLOW COMPOSITE

PLATE

SKIN

18'-5 7/8 " 20'-0 3/4 "

/4 s i

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C/L HORIZONTAL CURVED

EL. 28.83 C/L RACK SUPPORT

EL. 29.30 UPPER FRAME

T.O. WALKWAY EL. 31.30

EL. 17.80 UPPER CENTER FRAME

EL. 7.50 LOWER CENTER FRAME

EL. -4.00 BOTTOM FRAME

EL. -6.00 GATE SILL

EL. 31.30 TOP OF WALKWAY

TOP OF SKIN PLATE

EL. 29.30

EL. 28.83

SUPPORT ONLY)

(C/L RACK

4'0 2' 8'

EL. 30.88 TOP OF SKIN PL.

C /L

H O

R

IZ

C U

R V

E D

GATE SILL EL. -6.00

TOP OF WALKWAY EL. 31.30

EL. 29.30

BOTTOM OF SKIN PLATE

TRUSS

C/L CHANNEL

TRUSS

C/L RECESS

C/L CHANNEL TRUSS

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

EL. 28.83 C/L RACK SUPPORT

ELEVATION

A1

SCALE : 3/8"=1'-0" 4'0 2' 8'SC-102

C7

A4

SECTION

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

A7

SECTION

A9

SECTION

GENERAL SHEET NOTES

C4

DETAIL - SKIN PLATE

SCALE : 3/8"=1'-0"SC-203

F2&F8

S K

IN

P

L A

T E

S E

C T

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N

S

D E

T A

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A4

SC-301

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

W27x129 (FCM)

W27x129 (FCM)

L8x4x1/2

W27x129 (FCM)

W27x129 (FCM)

BOTTOM SEAL

L5x3

A9

/8

C/L HOLES

GATE STOP

TOP OF SKIN PL.

GATE STOP

(TYP.)

L3x3

L5x3

C/L HOLES

4"

C/L HOLES

BOTTOM SEAL

6"

@ 2'-6" C/C

3/8" STIFFENER PL

(TYP.)

CURVED GIRDER

W27x129 HORIZ.

EXTENSION

RACK SUPPORT

AFTER FITTING SEAL

AROUND SEAL ANGLE

APPLY SEAL WELD ALL

(TYP.)

CURVED GIRDER

W27x129 HORIZ.

(TYP.)

CURVED GIRDER

W27x129 HORIZ.

AFTER FITTING SEAL

AROUND SEAL ANGLE

APPLY SEAL WELD ALL

A7

SC-301

CURVED GIRDER (TYP.)

W27x129 HORIZ.

TRUSS

C/L RECESS

CURVED GIRDER (FCM)

W27x129 HORIZ. STIFF. PL. (TYP.)

CURVED GIRDER (FCM)

W27x129 HORIZ.

SHIMS

SKIN PL.

2'-2 1/2 "

/2

TOP OF SKIN PL. EL 30.88

TOP OF CHANNEL SIDE SEAL EL 30.86

ASSEMBLY

GEAR RACK

(FCM)

GIRDER

CURVED

HORIZ.

UPPER

W27x129

SEAL ANGLE

L8x4x1/2

@ 2' 6" C/C

1/2" STIFFNER PL

@ 2' 6" C/C

3/8" STIFFNER PL

L8x4x1/2

CONTINUOUS PL.3/4"

LEG INWARDS

INTERCOSTAL

L8x4x1/2

SEAL ANGLE

L8x4x1/2

SKIN PLATE

LONG SLOTTED HOLE IN

ANGLE AND 11/16" x 2"

11/16" DIA HOLE IN SEAL

SKIN PL. 3/8"

11/16" x 2" HOLE IN SKIN PL. SLOTTED VERTICALLY

SKIN PLATE

LONG SLOTTED HOLE IN

ANGLE AND 11/16" x 2"

11/16" DIA HOLE IN SEAL

STIFF. PL. 3/8" (TYP.)

SEAL ANGLE

L8x4x1/2

SEAL ANGLE

L8x4x1/2 L8x4x1/2

L5x3 1/2

STIFF. PL. 3/8" (TYP.)

PL. 3/4"

RACK SUPPORT

PL. 3/4"

RACK SUPPORT

L8x4x1/2

2'- 5/8 "

/4

4 1/4 "

SEAL ANGLE

L8x4x1/2

L8x4x1/2

@ 2' 6" C/C

3/8" STIFFNER PL

8 13/16 "

SKIN PL. 3/8"

SKIN PL. 3/8"

SKIN PL. 3/8"

SKIN PL. 3/8"

STIFF. PL. 3/8"

L5x3x1/2

T Y

P

STIFF. PL. 3/4"

L8x4x1/2 (TYP.)

BOLT RACK

GEAR

L5x3x1/2 LLV

B7

M-500

CJP

TYP.

CJP

CJP

TYP.

C.R.S.

3/4" Ø BOLT

C.R.S.

3/4" Ø BOLT

EL 28.00

TOP OF SEAL ANGLE AT

1/2 " (TYP) 1/2 " (TYP)

AROUND WELDS.

3. HOLD BACK STIFFENERS AND CLIP 1/2" TO ALLOW WRAP

WITHOUT APPROVAL OF CONTRACTING OFFICER.

NO HORIZONTAL SPLICES IN SKIN PLATE IS ALLOWED2.

GRIND SPLICE WELDS FLUSH.1.

1/2 " (TYP)

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U

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S S

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D E

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SC-302

E

C T

O R

G A

T E

"SILL

(TYP.)

(T Y

P

NUT (TYP)

LOCK

NON-SHRINK GROUT

BOTTOM SEALSKIN PL

GATE BAY WALL

9" (TYP.)

1" (TYP.)

C/L SEAL

GATE BAY WALL

5"

GATE BAY WALL

(T Y

P

NUT (TYP)

LOCK

NON-SHRINK GROUT

7"

BOTTOM SEAL

SKIN PL

4"

E9

SC-302

2"

TRUSS

C/L CHANNEL

6"

C/L RECESS TRUSS

SEE SHEET SC-303

RECESS SEAL BRACKET

SEE SHEET SC-303

CHANNEL SEAL BRACKET

AFTER FITTING SEAL

AROUND SEAL ANGLE

APPLY SEAL WELD ALL

E9

DETAIL

A9

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

DETAIL - BOTTOM SEAL

DETAIL - BOTTOM SEAL

C9

ELEVATION - SEAL RECESS SIDE

E1

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

A1

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

SECTION - RECESS SIDE

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

A5

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

SECTION - CHANNEL SIDE

A7

SC-302

A7

DETAIL

RUBBER SEAL

J-BULB VERTICAL

BOTTOM SEAL

SKIN PL

C/L SEAL

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

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

BLOCK

FACE OF MACHINERY

BOLT SPACING

6" MAXIMUM

GIRDER (FCM)

W27x129 CURVED

SKIN PLATE

EDGE OF

RADIAL SEAL

SKIN PL

L8 x 4

W6x16

FIELD VULCANIZED SPLICE

SKIN PLATE

EDGE OF

GIRDER BEYOND

W27 HORIZ. CURVED

RADIAL SEAL

6" MAX.

6"6"6" MAX.

EL. -6.00 SILL

(FCM)

GIRDER

CURVED

W27x129

7"

WALL

GATE BAY

3" (TYP.)

5"

10 1/2 "

9 1/4 "

E5

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

ELEVATION - SEAL CHANNEL SIDE

POUR

CONCRETE

SECOND

GIRDER BEYOND

W27 HORIZ. CURVED

C/L 11/16" DIA. HOLES

4 1/4 "

8 13/16 "

2 1/16 " 6" 6" 6" 6"

FIELD VULCANIZED SPLICE

6"

/8

2'-2 1/2 "

/8

SKIN PL

BOTTOM SEAL

10 1/2 "

/4

RUBBER SEAL

J-BULB VERTICAL

WALL

GATE BAY

3/8 "

SKIN PL

SMOOTH EDGE

1"

/2

SC-107A

E4

BOLT SPACING

6" MAXIMUM

/2

GENERAL SHEET NOTES

AFTER FITTING SEAL

AROUND SEAL ANGLE

APPLY SEAL WELD ALL

HORIZONTAL GIRDER NOT SHOWN

NOTE: INTERCOSTAL AND

SC-303, F4

REFER SHEET

DETAILS

BRACKET

RECESS SEAL

REFER SHEET SC-303, F8

CHANNEL SEAL BRACKET

SEAL ANGLE

L8x4x1/2

SKIN PLATE

SLOTTED HOLE IN

" x 2" LONG11/16

SEAL ANGLE AND

" DIA HOLE IN11/16

@ 2'-6" C/C

3/8" STIFFNER PL 1

/8

/8

1 1/4 "

/8

/2

/2

10 1/2 "

6 1/2 " 8

/2

/4

/4

/2

7 1/2 "

/2

/4

/4

/2

7 1/2 "

10 1/2 "

9 1/4 "

3 7/8 " 3/4 "

3 1/8 "

3 1/4 "

10 1/2 "

2 1/2"

VERTICALLY

SLOTTED

IN SKIN PL.

11/16" x 2" HOLE

C/L11/16" DIA.HOLES

SLOTTED VERTICALLY

11/16" x 2" HOLE IN SKIN PL.

C/L 11/16" DIA.HOLES

INTERCOSTAL L8x4x1/2

3 1/2 "

C/L11/16" DIA. HOLES

SKIN PLATE

SLOTTED HOLE IN

" x 2" LONG 11/16

SEAL ANGLE AND

" DIA HOLE IN 11/16

SEAL ANGLE

L8x4x1/2

@ 2'-6" C/C

3/8" STIFFNER PL

@ 2'-6" C/C

3/8" STIFFNER PL

SEAL ANGLE

L8x4x1/2

AT 2'-0" C/C TYPE 316 C.R.S. (TYP)

3/4" DIA. x 2" LG. BOLT

@ 2'-6" C/C

3/8" STIFFNER PL

SEAL ANGLE

L8x4x1/2

(TYP)

L8x4x1/2

@ 3' C/C

1/2" STIFFNER PL

316 C.R.S. (TYP)

AT 2'-0" C/C TYPE

3/4" DIA. x 2" LG. BOLT

(TYP)

3/4" DIA. x 5" LG. COUPLING

TYPE 316 (TYP)

BOLT F593,

3/4" DIA. ANCHOR

@ 2'-6" C/C

3/8" STIFFNER PL

SEAL ANGLE

L8x4x1/2

316 C.R.S. (TYP)

AT 2'-0" C/C TYPE

3/4" DIA. x 2" LG. BOLT

(TYP)

L8x4x1/2

3 7/8 "

(TYP)

3/4" DIA. x 5" LG. COUPLING

TYPE 316 (TYP)

F593, BOLT

3/4" DIA. ANCHOR

SEAL ANGLE

L8x4x1/2

316 C.R.S. (TYP)

AT 2'-0" C/C TYPE

3/4" DIA. x 2" LG. BOLT

"3/16

/8

1/4" R

"3/16TO RADIUS)

x 2", C.R.S. (CURVED

RETAINING BAR 5/8"

TO RADIUS)

PL3/8" (CURVED

AND WASHERS, C.R.S.

WITH HEX HEAD NUTS

5/8" DIA. x 3 3/4" LG. BOLT, " TO C/L PINTLE13/1642'-2

"1/4 "1/4

SHEET E1 SC-303)

ALIGNMENT (SEE

ALONG CURVILINEAR

TYPE 316 AT 3'-0" C/C

BOLTS, ASTM F593,

1/2" DIA. ANCHOR

LEG INWARDS

L8x4x1/2 INTERCOSTAL

PL @ 2'-6" C/C

3/8" STIFFNER

LEG INWARDS

L8x4x1/2 INTERCOSTAL

EL. -6.00

EL. -4.00

2'- 5/8 "

EL. -4.00

8 1/2 "

EL. -6.00

3"

10"

"STEEL PLATE

STAINLESS

POLISHED 1/2" x6 1/2"

PL. 3/8"

STIFF.

PL. 3/8"

STIFF.

1 1/4 " 3"

TYP

TYP

C.R.S.

3/4" Ø BOLT

C.R.S.

VERTICALLY 3/4" Ø BOLT

PL. SLOTTED

11/16" x 2" HOLE IN SKIN

C/L11/16" DIA. HOLES

C.R.S.

3/4" Ø BOLT

C.R.S.

3/4" Ø BOLT

C.R.S.

3/4" Ø BOLT

SET THE SEAL FOR 1/8" DEFLECTION.3.

AROUND WELDS.

HOLD BACK STIFFENERS AND CLIP 1/2" TO ALLOW WRAP 2.

PLACE FILLET WELDS.

REMOVE RADIUS FROM ANGLE LEGS IN ORDER TO 1.

C

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D E

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IP

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A R

K

S I Z

E

P L

O T

S C

A L

E

D A

T E

C O

N T

R A

C T

N O

S

U B

M

IT

T E

D B

Y

D W

N B

Y

D A

T E

SHEET ID

C H

A R

E N

T O

N F

L O

O D

G A

K S

K

M B

E

M B

E

C K

D B

Y

P L

O T

D A

T E

/0

/2

H -8

-4

F

IL

E N

U M

B E

R

F

IL

E N

A M

E

A P

R

IL

S O

L

IC

IT

A

T

IO

N N

O

W

P

-2

-R -0

A L

D E

T A

SC-303

E

C T

O R

G A

T E

T O C /L S

E A L P

L A T E A

N D S

U P P

O R

T B

E A

M

TOP OF BRACKET EL. +28.00

S

P A

TOP OF SKINPLATE EL. +30.88

A1

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

SECTION

F6

VERTICAL RUBBER SEAL

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

C1

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

DETAIL

1' 2'0 6"

A1

R E

C E

S S

B L

O C

K O

U T

C1

E1

PLAN - BOTTOM SEAL AND GROOVE

SCALE : 1/8"=1'-0" 1' 2'0 6"

F4 F8

A

A

A3

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

BRACKET FRONT

ELEVATION - RECESS SEAL

SCALE : 1 1/2"=1'-0" 1' 2'0 6" SCALE : 1 1/2"=1'-0" 1' 2'0 6"A5

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

BRACKET SIDE

ELEVATION - RECESS SEAL

A

A7 SCALE : 1 1/2"=1'-0"SCALE : 1 1/2"=1'-0" 1' 2'0 6" SCALE : 1 1/2"=1'-0" 1' 2'0 6"A9

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

BRACKET SIDE

ELEVATION - CHANNEL SEAL

BRACKET FRONT

ELEVATION - CHANNEL SEAL

A

F4

SCALE : 3"=1'-0" 6"0 3" 1' F8

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

SC-303

SC-303

SC-303

S C

-3

S C

-3

SC-303

S C

-3

S C

-3

SECTION - RECESS SIDE SECTION - CHANNEL SIDE

S P

A

S P

A

-0

S P

A

BOTTOM OF RUBBER SEAL

BOTTOM OF RUBBER SEAL

DETAIL SHEET SC-302

SEE BOTTOM SEAL GROOVE

SEAL

GROOVE

SEAL

/1

R

/2

S E

A L

/8

/4

SEAL

RUBBER

W6x16 BEAM

TOP OF RUBBER SEAL

J-BULB SEAL

WALL

GATE BAY

'-2 /1

R

C/L PINTLE

BLOCK

THRUST

GRATE SILL EL. -6.00

S

P A

C /L

R E

C E

S S

T R

U S

S

C /L

P

IN

T L

E

CL OF CHANNEL TRUSS

W

ORK LINE FOR SEAL PLATE ONLY

(T Y

P

7 13/16 "

P L

A T

E

(T Y

P

/8

PLATE SECTION

SLOPED SEAL

PINTLE

TRUSS AND

C/L RECESS

AND POLISHED

WITH WELDS GROUND SMOOTH

SECTIONS, BUTT WELDED

PLATE MAY BE MADE UP BY

CORROSION RESISTING STEEL

NOTE:

C/L ANCHOR

7 13/16 "

RECESS

EDGE OF

C/L PINTLE

T O I

N S

ID

E E

D G

E S

E A

L G

R O

O V

E

SC-302SC-302

F10 C7

5/8" DIA. BOLT C.R.S.

C/L11/16" DIA. HOLE FOR

5/8" x 2" C.R.S.

RETAINING BAR

1/4" R.

5/8" DIA. BOLT C.R.S.

C/L 11/16" DIA. HOLE FOR

BOLT (TYP.)

FOR 3/4" DIA. ANCHOR

C/L 13/16" DIA. HOLE

HOLD BACK 3/8" (TYP.)

1/2" STIFFENER PLATE

1/2" ANCHORS

PLATE (SEE NOTE)

STAINLESS STEEL

RESISTANT

CORROSION

POLISHED 1/2" THICK

ALIGNMENT

ALONG CURVILINEAR

TYPE 316 AT 3'-0" C/C

BOLT, ASTM F593,

1/2" DIA. ANCHOR

PL.1/2" x 11"

PL.1/2" x 4"

BOLT (TYP.)

HOLE FOR 3/4" DIA.

C/L13/16" x 2" SLOTTED

" (TYP.) @ 2'-0" C/C1/2

STIFFENER PLATE

C/L 13/16" x 2" SLOTTED HOLE (TYP.)

" DIA. HOLES 11/16C/L

PL. 1/2"x1 3/4"

PL. 1/2" x 11"

BOLT (TYP.)

HOLE FOR 3/4" DIA.

C/L13/16" x 2" SLOTTED

HOLE (TYP.)

C/L 13/16" x 2" SLOTTED

" (TYP.) @ 2'-0" C/C1/2

STIFFENER PLATE

BOLT (TYP.)

FOR 3/4" DIA. ANCHOR

C/L13/16" DIA. HOLE

HOLD BACK 3/8" (TYP.)

1/2" STIFFENER PLATE

2"

6"

6"

11"

3'-3"

37'-8"

34'-5"

/1

11"

/4

1/2 "

" 2

4"4"

11"

1"

11"

2"

'- 2

/1

/1

3 3/4 " 4 1/4 "

/2

/2

/2

1 1/2 " 1 1/2 "

/2

/2

1 1/4 "

/4

/8

1 1/4 "

3/4 " 3/4 "

/8

/4

/1

4"4"

/2

1 1/4 "

/2

/2

1 1/2 "4 1/4 "

1/2 "

3 3/4 "1 1/2 "

3 3/4 "4 1/4 "1 1/2 " 1 1/2 " 6 1/2 "

3 3/4 "4 1/4 " 9 1/4 "

1 1/2 " 1 1/2 "

EL. -6.00

GRATE SILL

TYP

TYP

TOP OF RUBBER SEAL

SEAL

RUBBER

S P

A

/1

/1

4 1/4 "

/1

/1

C/L 11/16" DIA.HOLES

C/L 11/16" DIA.HOLES

5/8" DIA. BOLT C.R.S.

C/L11/16" DIA. HOLE FOR

-0

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C O

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D W

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D A

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SHEET ID

C H

A R

E N

T O

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C K

D B

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P L

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D A

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/2

H -8

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F

IL

E N

U M

B E

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F

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E N

A M

E

A P

R

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S O

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IC

IT

A

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P

-2

-R -0

(1

F

W A

L K

W A

Y S

E C

T

IO

N S

A N

D D

E T

A

SC-304

E

C T

O R

G A

0 2' 4'1'

C5

SC-304

EL. 31.30

EL. 29.30

C/L SECTOR GATE

C /L R

E C

E S S T

R U S S

6"0 3" 1' 2'0 1' 4'

4'- 0"

TOP OF WALKWAY

UPPER FRAME

DETAIL

A1

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

SECTION

A5

SCALE : 3"=1'-0"

SECTION

A8

SCALE : 3/4"=1'-0"

2'0 1' 4'

SECTION

C8

SCALE : 3/4"=1'-0"

SECTION

C5

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

DETAIL

E1

SCALE : 1/2"=1'-0" 0 2' 4'1'

DETAIL

E5

SCALE : 1/2"=1'-0" 0 2' 4'1' 2'0 1' 4'

SECTION

E8

SCALE : 3/4"=1'-0"

GENERAL SHEET NOTES

SC-106

B8

SC-106

A1

SC-106

G5

SC-304

C5

SC-304

SC-304

A5

SC

-3

A8

SC-304

C8

C5

E

S C -3

GIRDER (FCM)

C/L TOP HORIZ.

(FCM)

W27x129

4'-0"

SKIN PL.

W10x60

2'- 0"

2'- 0" 4'-

0"

4'-0"

C /L R

E C

E S S T

R U S S

4'-0"

1'-1"1'-1"

1'-1"1'-1"

'-0

EL. 29.30

9/16" X 1 1/4"

HOLE VERTICAL

LONG SLOTTED

TRUSS

C/L CHANNEL

TRUSS

C/L CHANNEL

4'-0"

1"1"

1" 1"

1"

R (T

Y P

1"

R(T Y P

EL. 31.30

EL. 29.30

EL. 31.30

(TYP.)

STIFF. PL. 3/8"

(TYP.)

L3x3x3/8

(TYP.)

L3x3x3/8

GRTG. (TYP.)

1 1/4" x 3/16" ALUM.

L5x3 1/2x1/2

L5x3 1/2x1/2

GRTG. (TYP.)

1 1/4" x 3/16" ALUM.

/4

8 5/16 "

3 1/2 "

/2

1 1/2 "

/2

/1

/4

1 1/2 "

(TYP.)

L3x3x3/8

GRTG. (TYP.)

1 1/4"X 3/16" ALUM.

L3x3x3/8

GRTG. (TYP.)

1 1/4" x 3/16" ALUM.

3 1/2 "

GRTG.

1 1/4" x 3/16" ALUM.

SKIN PL. 3/8"

L3x3x3/8

9/16" x 1 1/4"

HOLE VERTICAL

LONG SLOTTED

L8X4X1/2

INTERCOSTAL1 1/2 "

GRTG.

1 1/4" x 3/16" ALUM.

L3x3x3/8

(TYP.)

GRTG.

1 1/4" x 3/16" ALUM.

9/16" x 1 1/4"

HOLE VERTICAL

LONG SLOTTED

L3x3x3/8

L3 1/2x3 1/2x3/8.

PREVENT CLASH WITH

NOTCH ANGLE TO

L3x3x3/8

3/16"

L8x4x1/2

3/16"

GAP

1/4 "

L3x3x3/8

9/16" x 1 1/4"

HOLE VERTICAL

LONG SLOTTED

9/16" x 1 1/4"

HOLE VERTICAL

LONG SLOTTED

GRTG.

1 1/4" x 3/16" ALUM.

PL. 1/2" (TYP.)

L3x3x3/8

L3x3x3/8

L3x3x3/8

PL. 1/2"

L3x3x3/8 9/16" x 1 1/4"

HOLE VERTICAL

LONG SLOTTED

GRTG.

1 1/4"x3/16" ALUM.

GRTG.

1 1/4"x3/16" ALUM. (TYP.)

1/4 " GAP

/4

/4

15/16 "

RAILING POST

UNDER EACH

LOCATED

STIFF. PL. 3/8"

(TYP.)

L5x3 1/2x1/2 LLV L5x3 1/2x1/2 LLV (TYP.)

LLV

L5x3 1/2x1/2

W/ STIFF. PL. 3/8"

L5x3x3/8 LLV (TYP.)

(FCM)

W10x60

W/ STIFF.PL. 3/8"

L5x3 1/2x1/2 LLV (TYP.)

L3X3X3/8 (TYP.)

3/8"

(TYP.) W/ STIFF. PL.

L5x3 1/2x1/2 LLV

L5x3 1/2x1/2 LLV

LLV

L5x3 1/2x1/2

LLV

L5x3 1/2x1/2

L5x3 1/2x1/2 LLV

L3x3x3/8

3 11/16 "

5'-9 3/4 "

'-6 /1

L3x3x3/8 (TYP.)

4'-9 7/8 " 1'-7 1/8 "

/1

2'-7 7/16 " 3'-10 3/8 "

'-1

/1

3/

2' -1 /1

4'- /8

L3x3x3/8

'-1

/1

CJP

6"

6"

/8

T Y

P

"(T

Y P

1'- 13/16 "

(TYP.)

(T

Y P

7 1/8" (TYP.)

5" (TYP.)

AROUND WELDS.

HOLD BACK STIFFENERS AND CLIP 1/2" TO ALLOW WRAP 5.

PLACE WELDS.

REMOVE RADIUS FROM ANGLE LEGS IF REQUIRED TO 4.

(HORIZONTAL) ACCORDING TO AISC TABLE J3.3

PANELS SHALL HAVE MATCHING SHORT SLOTTED HOLES

SLOTTED HOLES (VERTICAL). HORIZONTAL ANGLES IN THE

3. VERTICAL WALKWAY SUPPORT ANGLES SHALL HAVE LONG

GALVANIC CORROSION.

STEEL ANGLES AND ALUMINUM GRATE TO PREVENT

1/8 NEOPRENE GASKET SHALL BE PLACE BETWEEN 2.

TYPE H-3 SADDLE CLIPS OR SOMETHING SIMILAR.

ALUMINUM GRATING SHALL BE FASTENED USING 1.

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T E

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D W

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SHEET ID

C H

A R

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C K

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SC-305

E

C T

O R

G A

T E

B9

SECTION

A6

SECTIONDETAIL

A1

SCALE : 3/4"=1'-0" 0 1" 2"1/2"SC-106

F6

DETAIL

E1

SCALE : 3/4"=1'-0"

SC-106

A4

0 1" 2"1/2"

W A

L K

W A

Y S

E C

T

IO

N S

D

E T

A

(2

F

W10x60 (FCM)

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

A

S C -3

B9

SC-305

E6

SC-305

TYP

(TYP.)

CJP

(TYP.)

CJP

(TYP.)

CJP

TYP

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

E6

DETAIL

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

GIRDER (FCM)

W27x129 CURVED

GENERAL SHEET NOTES

T.O.S EL. 31.30

T.O.S EL. 31.30

L3x3x3/8

HORIZONTAL ANGLE

SHORT SLOTTED IN

VERTICAL ANGLE

LONG SLOTTED IN

1/2" BOLT A325 (TYP)

FILLER PLATE 3/8"

3/8" SPACER

L3x3x3/8

CURVED GIRDER

WELDED ONTO WEB OF

ANGLES L3x3x3/8

L3x3x3/8

INTERCOSTAL L8x4x1/2

IN HORIZONTAL ANGLE

IN VERTICAL ANGLE SHORT SLOTTED

1/2" BOLT A325 (TYP) LONG SLOTTED

L3x3x3/8

L3x3x3/8

L5x3 1/2 x1/2 LLV

L5x3 1/2x1/2 LLV

L3x3x3/8

L3x3x3/8

7 1/8" (TY

P

/2

/2

' 0

3/8" SPACER (TYP.)

/2

/2

' 0

1/2" GAP

1/2 "

/4

1/2 " GAP

1 1/4 "

1/2" GAP

3/8" SPACER (TYP.)

HORIZONTAL ANGLE

SHORT SLOTTED IN

VERTICAL ANGLE

LONG SLOTTED IN

1/2" BOLT A325 (TYP)

1 1/4" x 3/16" ALUM. GRTG.

L3x3x3/8

L3x3x3/8

3/8" FILLER PLATES

1/2" WEB PLATE

L3x3x3/8

ALUM. GRTG.

1 1/4" x 3/16"

L3x3x3/8

HORIZONTAL ANGLE

SLOTTED IN

VERTICAL ANGLE SHORT

LONG SLOTTED IN

1/2" BOLT A325 (TYP)

L5x3 1/2x1/2 LLV

5' 11 7/8 "

CURVED GIRDER

W27x129 HORIZ.

1/2 " G A P

7 1/8" 7 1/8"

7 1/8" (TYP.)

5"

AROUND WELDS.

HOLD BACK STIFFENERS AND CLIP 1/2" TO ALLOW WRAP 5.

PLACE WELDS.

REMOVE RADIUS FROM ANGLE LEGS IF REQUIRED TO 4.

(HORIZONTAL) ACCORDING TO AISC TABLE J3.3

PANELS SHALL HAVE MATCHING SHORT SLOTTED HOLES

SLOTTED HOLES (VERTICAL). HORIZONTAL ANGLES IN THE

3. VERTICAL WALKWAY SUPPORT ANGLES SHALL HAVE LONG

GRATE TO PREVENT GALVANIC CORROSION.

BE PLACED BETWEEN STEEL ANGLES AND ALUMINUM

1/8 NEOPRENE GASKET OR SOMETHING SIMILAR SHALL 2.

TYPE H-3 SADDLE CLIPS OR SOMETHING SIMILAR.

ALUMINUM GRATING SHALL BE FASTENED USING 1.

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SC-306

2'0 1' 4'

GENERAL SHEET NOTES

PLAN - HINGE JOINT

D1

SCALE : 3/4"=1'-0" SCALE : 3/4"=1'-0"

PLAN VIEW - CASTING

D5 2'0 1' 4'

2'0 1' 4'

ELEVATION

A5

SCALE : 3/4"=1'-0"2'0 1' 4'SCALE : 3/4"=1'-0"

PARTIAL PLAN - UPPER AND LOWER HINGE PL

A1

UPPER PL ONLY

SLOT FOR KEY

2"

~ EL. 29.30

SC-202

F1

H

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A S

S E

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2'0 1' 4'SCALE : 3/4"=1'-0"

SECTION

D8SC-306

B5

10° (TYP.)

2"

(T

YP)

(T Y P

(T Y P ) (T

Y P

GATE BAY

TOP OF

EL. 31.30 TYP

MT

TYP

MT

SC

-307

A5

SC

-307

E1

SC-306

A5

D8

SC-306

1'- 0"

/1

/1

2'-8"

THRUST BLOCK

FACE OF

/8

/8

8.004"

8.006"

CHANNEL TRUSSC/L

HINGE BALL BUSHING

LOCATION OF SPLIT IN

FOR REFERENCE ONLY:

SCREW HOLE

ORIENTATION CAP

HINGE BALL BUSHING

(TYP TOP AND BOTT)

FLG OF W10x60 (FCM)

TRUSS

C/L RECESS

FLANGE (TYP)

STD HOLES IN TOP

W10x60 (FCM) WITH

(FCM)

WEB OF W10x60

(TYP. TOP & BOTT.)

FILLER PL 1"

LIFT EYE

W10x60 (FCM)

(TYP. TOP AND BOTT)

FLG OF W10x60 (FCM)W10x60

CAST STEEL ASTM A148 GRADE 80-40

SC-308

D8

SHEET SC-308

FOR DETAIL SEE

KEEPER PL 3/4",

(FCM)

LOWER PL 1 1/4"

(TYP)

FILLER PL 1/4"

(FCM)

UPPER PL 1 1/4"

1/ 2"

1/ 2"

1/ 2"

R= 3'- 3 3/8"

/2

ON SHEET SC-308

SEE DETAIL F5

HINGE PL ONLY

KEYWAY UPPER

1" x 1/2"

(FCM)

PL 1 3/4"

4'-6 1/8 "

(FCM)

LOWER PL 1 1/4"

1/2" (TYP)

1/2"

(FCM)

UPPER PL 1 1/4"

ETL_1110-2-584, 5.1.3.5) WITH ASTM F436 WASHERS

1 1/4" DIA. A325 (FITTED BOLTS ACCORDING TO

/2

/2

/1

/1

/2

/2

PIPE - 18x0.375

PIPE-18x0.375

/1

9"

/8

2'- 1/

1'-9"

R

.2

1/2"

R 1'-9"

(T Y P )(T Y P

THAN A709 STEEL, SEE SPECIFICATION 05 59 20.

FOR WELD REQUIREMENTS FOR BASE METALS OTHER2.

WELDS ACCORDING TO AWS D1.5M/D1.5.

PLATES SHALL BE TREATED AS FRACTURE CRITICAL

TRUSS MEMBERS ARE FCM. ALL WELDS ON THESE

THE TOP AND BOTTOM HINGE PLATES AND THE TOP 1.

PL 1" x 4 1/2" x 10" LG

/2

SEE SC-308 D8

FOR PIN HOOD

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SC-307

GENERAL SHEET NOTES

SC-306

F1

SCALE : 3/4"=1'-0"

E1 E5

SCALE : 3/4"=1'-0"

SECTION

A5SC-306

F5

2'0 1' 4'

S E

C T

O R

G A

T E

H

IN

G E

A S

S E

M B

L Y

D E

T A

F

10° (TYP.)

10° (TYP.)

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

5"

4 1/2 "

(T Y P

/8

(T Y P

/8

3'- 5/8 "

1'-1 1/2 "

2'-2" DIA.

/8

/4 " 7

/2

(T Y P

/4

/1

/1

5/16 "

MATERIAL: CAST STEEL ASTM A148 GRADE 80-40

(TYP)

(TYP)

TYP

MT

CASTING

T.O.

4.75

D8

SC-306

EL. 29.30

MT

TYP

CAST STEEL

HINGE CASTING

EL. +29.30

W10x60 (FCM)

CJP

CJP

W10x60

S C -3

CJP

UT

CJP

UT

/4

SEE SHEET SC-310

FOR DETAIL

HINGE ANCHOR

SEE SHEET SC-308

FOR DETAIL

KEEPER PLATE

W10x60

CASTING WEB

CASTING FLANGE

C/L

SYM. ABOUT

SEE SHEET SC-308

FOR DETAIL

HINGE BALL BUSHING

SEE SHEET SC-308

FOR DETAIL

HINGE BALL

SEE SHEET SC-308

FOR DETAIL

HINGE PIN

(FCM)

UPPER PL 1 1/4"

1/2"

1/2"

10 1/16 "

1'-8 1/4"

1'-2 3/4"2 1/4" 2 1/4"

(TYP)

R=1 1/2"

R 1 1/2"

2 9/16"

(FCM)

LOWER PL 1 1/4"

/4

/2

PIPE-18x0.375

PIPE-18x0.375

.8

6 13/16 "

1'-0"

(TYP)

(T

Y P

/8 T

Y P

THAN A709 STEEL, SEE SPECIFICATION 05 59 20.

2. FOR WELD REQUIREMENTS FOR BASE METALS OTHER

WELDS ACCORDING TO D1.5M/D1.5.

PLATES SHALL BE TREATED AS FRACTURE CRITICAL

TRUSS MEMBERS ARE FCM. ALL WELDS ON THESE

1. THE TOP AND BOTTOM HINGE PLATES AND THE TOP

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C T

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G A

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GENERAL SHEET NOTES

PLAN - HINGE BUSHING

D1

A5

18.497"

NOMINAL 14.5

14.

14.

H

IN

G E

A S

S E

M B

L Y

D E

T A

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(2 O

F

SC-308

A1

SC-308

11.625"

Ø '-1

0"

1"

0.500"

0.500"

60° (TYP)

ON SPLIT SURFACES.

SPLIT: PROVIDE A 63 M.I. FINISH

SCREW HOLE

ORIENTATION CAP

HINGE BALL BUSHING

1" SQ. KEYWAY

8.000"

0.510"

3"

NOTE: FINISH ALL OVER

0.510"

/1

SIDE FIT ONLY

1" SQUARE

BOTT.

TOP &

11 5/8 "

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

D5 1' 2'0 6"SCALE : 1 1/2"=1'-0"

PLAN - HINGE BALL

D8 1' 2'0 6"SCALE : 1 1/2"=1'-0"

DETAIL - HINGE PIN

C8 1' 2'0 6"SCALE : 1 1/2"=1'-0"

HINGE BALL KEY

A8 1' 2'0 6"SCALE : 1 1/2"=1'-0"

DETAIL - KEEPER PLATES

A5 1' 2'0 6"SCALE : 1 1/2"=1'-0"

SECTION

A1 1' 2'0 6"SCALE : 1 1/2"=1'-0"

SECTION

10"

SC-308

8.001"

8.

0"

8.

1"

MAT'L: ASTM A668 CLASS F FORGED STEEL

MAT'L: ASTM A276 TYPE 420

MAT'L: ASTM A276 TYPE 420 NO. REQ'D 2

11.626"

8.000"

8.002"

ALTERNATE: ASTM B271 (CENTRIFUGAL CAST)

MATERIAL: ASTM B148 ALLOY NO. C95400 (SAND CAST)

1"

F5

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

KEY

DETAIL - KEYWAY UPPER HINGE PL.

MAT'L: ASTM A705, TYPE 630, H900, MIN. HARDNESS = 40RC

COLLAR.

0.003" TO 0.001" CLEARANCE WITH THE HINGE BEARING

AFTER MACHINING HINGE BALL BUSHING SHALL HAVE A 4

UNLESS OTHERWISE NOTED.

ALL DECIMAL DIMENSIONS HAVE A TOLERANCE OF 0.01" 3.

MICRO-INCHES (M.I.).

ANSI B46.1. SURFACE FINISH VALUES ARE R.M.S.

2. SURFACE FINISH SYMBOLS ARE IN ACCORDANCE WITH

HEX HEAD BUSHING CAP SCREWS ARE NICKEL - COPPER.1.

FOR USE W/HINGE BALL.

PROVIDE NECESSARY BRG CLEARANCE

WATER. MANUFACTURER SHALL

MAY BE EXPOSED TO RAIN DRIVEN

BRG WILL NORMALLY BE DRY BUT

BONDED BY LINER MANUFACTURER.

ANTIFRICTION LINER, FACTORY

B1

SC-306

2'-1 1/2 "

/1

18.499"

/4

/4

/2

1 1/2 " 1 1/2 "

/2

BAR 3/4" x 3

CAP SCREWS

3/4" x 1 3/4" S.S.

(EACH END)

1/2" RADIUS

/1

/1

/1

/2

1" SQ. KEY x 1/2" DEEP

KEYSEAT: FOR

UPPER PL. 1 1/4"

HEX HEAD CAP SCREWS

17/32" DEEP BY 1 13/16" DIA. FOR 3/4" x 2"

0.766" Ø DRILL HOLE AND COUNTERBORE

Ø

/2

/1

4 1/2 " (TYP)

3/4" KEEPER PLATE

1" FILLER PLATE

NOTE: FIT WITH HINGE BALL: LC5

NOTE: FIT WITH HINGE PIN AND BUSHING: LC5

NOTE: FIT WITH HINGE BALL AND RING CASTING: LC5

TYP

FOR 5/8"x2" LIFTING EYE.

3/4" - 10 UNC-2B

DRILL 0.625" DIA.x2 3/8" DEEP, WELDS OF FILLER PLATES

TO AVOID CONFLICT WITH FILLET

BEVEL PIN HOOD 3/8"

WELDS OF FILLER PLATES

TO AVOID CONFLICT WITH FILLET

BEVEL PIN HOOD 3/8"

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H

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SEE NOTE 1

1"+/- SHIMS,

TYPE "A" TYPE "B"

EL. 31.30

C /L

H

IN

G E

A N

C H

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EL. 31.30

C /L

H

IN

G E

EL. 26.50

EL. 29.30

D8

DETAIL - BRASS SHIMS

SCALE : 3/4"=1'-0"

SECTION

A1

SCALE : 3/4"=1'-0"

D1

PLAN

SCALE : 3/4"=1'-0" 2'0 1' 4'2'0 1' 4'

2'0 1' 4' SCALE : 3/4"=1'-0"

DETAIL

A7 2'0 1' 4'

H

IN

G E

A S

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D E

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F

SC-309

A1

7 1/2 " 7 1/2 "

" 2

"9

4" 4"

6"

(T Y

P

/4

2 7/8 "

(TYP.)

1'-11" 3"3"

(T Y

P

(T

Y P

RECESS IN WALL

SEE NOTE 1

* +/- SHIMS,

BLOCK

FACE OF THRUST

RECESS IN WALL

R

TYPE "A" SHIMS

CAP SCREW TAP

ORIENTATION

HINGE BALL BUSHING

HINGE BALL BUSHING

LOCATION OF SPLIT IN

FOR REFERENCE ONLY:

HINGE ANCHOR

/2

/2

/2

/2

/2

/2

TYPE "A" SHIMS

1'-8"

2'-8"

/2

TYPE "B" SHIMS

CASTING

HINGE RING

/2

BLOCK

FACE OF THRUST

SEE NOTE 1

1" +/- SHIMS,

/2

WITH BITUMINOUS MASTIC

COAT ANCHOR BOLTS

SEE SPECS. 12 REQ'D AT HINGE ASSEMBLY

MEET THE REQUIREMENTS FOR HIGH STRENGTH BOLTS (ASTM F1554 GR. 105), SHALL

NOTE: ANCHOR BOLT MATERIAL, THREADS AND DIMENSIONS OF NUTS & WASHERS

AS NEEDED.

NOTE: NUMBER AND THICKNESS OF SHIMS

/2

/8

/2

L6x6x5/8

PROTECTION PLATE

CORNER

5/8" VERTICAL

CLARITY

31.30 OMITTED FOR

NOTE: 3/8" AT EL.

R= 1 9/16" (TYP.)

/4

/2

HEX NUTS

L6x6x5/8"

1/8 "

8 1/8 "

1"

8 1/8 "

8 1/8 "

8 1/8 "

3'-4"

2'-8"

1/8 "

BEING WELL LUBRICATED. (TYP.)

WITH NUTS AND WASHERS

A 22,500 LBF-IN TORQUE (NUT-FACTOR: 0.12)

OF 75 KIPS PER ANCHOR BOLT BY APPLYING

PROVIDE A MINIMUM PRE-TENSIONING

BE INSTALLED AS A PART OF FINISHED PRODUCT.

THE DRAWING. ADEQUATE NUMBER OF SHIMS SHALL

CONTRACTOR SHALL INSTALL SHIMS AS SHOWN IN1.

5"

(ASTM F436)

MIN. 5/16" THICK.

WASHER,

HARDENED

5"

1'-6"

1'-6"

HAND HOLE

HAND HOLE

"2

HARDENED WASHER (ASTM F436)

L6x6x5/8

"4

3'-3

1'-8"

BOLTS(CRS)

MOUNTING OF ANCHOR

PLATE FOR VERTICAL

COAT ANCHOR BOLTS WITH

BITUMINOUS MASTIC

SECTION 35 20 16.39 12.

SEE SPECIFICATION

JOINT

CONSTRUCTION

PL 3/8"

SECTION 35 20 16.39 12.

SEE SPECIFICATION

B O

L T

A S

S E

M B

L Y

C /L

A N

C H

CASTING

HINGE BASE

(ASTM A449)

HIGH STRENGTH STUD BOLT

THIS SHEET

SEE DETAIL A7

ANCHOR BOLT,

S-517 F5

HOLE SEE

FOR DRAIN

F1554 GR.55

LEVELLING RODS

PROTECTION SEE S-517

FOR GRATING AND CORNER

F1554 GR.55

LEVELLING RODS

PL. 3/8"x1'-8"x3 3/4"

LEVELING BOLTS(CRS)

(CRS)

LEVELING RODS

EDGES

OF CONCRETE. REMOVE SHARP

WITH CRS PLATE AFTER SETTING

GRIND ANCHOR RODS FLUSH

WITHIN THE HAND HOLE AND

REMOVE TWO TOP MOST NUTS

REMOVE SHARP EDGES

AFTER SETTING OF CONCRETE.

RODS FLUSH WITH CRS PLATE

HOLE AND GRIND ANCHOR

NUTS WITHIN THE HAND

REMOVE TWO TOP MOST

1 1/4 " 1 1/2 "

C

D

E

F

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US Army Corps

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SC-310

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SYM. ABOUT C/L

C/L ANCHOR

SHOWN IN ALL C10'S.

PROVIDE GROUT HOLES AS

NOTE:

C/L ANCHOR

(TYP.)

(TYP.)

GENERAL SHEET NOTES

HINGE RING CASTING (CAST STEEL) - TOP VIEW

A1

SCALE : 3/4"=1'-0" 2'0 1' 4'

2'0 1' 4' D5

SCALE : 3/4"=1'-0" 2'0 1' 4'

SCALE : 3/4"=1'-0"

HINGE RING CASTING (CAST STEEL) - FRONT VIEW

A5

SCALE : 3/4"=1'-0"

SECTION

A82'0 1' 4' 2'0 1' 4'

2'0 1' 4'

HINGE ANCHOR - FRONT VIEW AND END VIEW

C7

SCALE : 3/4"=1'-0"

2'0 1' 4'

HINGE ANCHOR - TOP VIEW

E7

SCALE : 3/4"=1'-0"

18.5 00"

H

IN

G E

A S

S E

M B

L Y

A N

C H

O R

D E

T A

F

HINGE BASE CASTING (CAST STEEL) - TOP VIEW

F1

SCALE : 3/4"=1'-0"

HINGE BASE CASTING (CAST STEEL) - FRONT VIEW

D1

SCALE : 3/4"=1'-0"

HINGE BASE CASTING - END VIEW

HOLES

3" GROUT

PL. 1.25"

SPOTFACE

5"

4"

6"

2"

1'-1 1/2" 10" 10"

2'-5"

R

4" (TY

P

R

4" R

4" T Y P

R

CAP SCREW TAP

ORIENTATION

BUSHING

HINGE BALL

BUSHING

IN HINGE BALL

LOCATION OF SPLIT

ONLY:

FOR REFERENCE

A8

SC-310

1'-5 3/4"

"9

"3

5 7/8 "

(TYP.)

7 3/4 "

4"

(T Y

P

4'-3 3/4 "

4"

/2

/2

(TYP.)

3 1/2 "

2'-6 1/16 " DIA.

2'-3" DIA.

1'-11 1/2 " DIA.

/1

/8

/8

18.505" / 18.500" DIA.

10"

(TYP.)

C10x25

(TYP.)

1'-5 1/2 "

/2

/2

4 3/4 "

1 1/4 "

6 5/8 "

/2

FOR ALL STIFF. PL.

DIMENSION TYP.

2'-5 3/4 "

4'-11 1/2 "

2'-5 3/4 "

1'-1 3/4 "7 1/2 "8 1/2 "

2"

R

(TYP.)

(T Y

P

/2

7"

SPOTFACE C/L HINGE

/8

/8

18.5 05"

DIRECTION AT CENTERLINE OF HINGE BALL.

THEN LEVELED WITHIN .002" IN A 6" LENGTH IN EACH

2. HINGE RING CASTING SHALL BE BOLTED TO THE WALL

R.M.S. MICRO-INCHES (M.I.).

ANSI B46.1. SURFACE FINISH VALUES ARE

SURFACE FINISH SYMBOLS ARE IN ACCORDANCE WITH 1.

MATERIAL: ASTM A148 GRADE 80-40MATERIAL: ASTM A148 GRADE 80-40

MATERIAL: ASTM A148 GRADE 80-40

MATERIAL: ASTM A148 GRADE 80-40

MATERIAL: ASTM A148 GRADE 80-40MATERIAL: ASTM A148 GRADE 80-40

ON DRAWING ''NO CAST HOLES''.

DIMENSIONS GIVEN

SHALL BE MACHINED TO

NUTS ON STUD BOLTS. HOLES

SPOTFACE TO SUIT WASHERS AND

3 SLOTTED HOLES 2 7/8" X 4 3/4'',

CAP SCREWS

3/4'' X 2'' HEX HEAD

DRILL AND TAP FOR

'-4 /4

R

'-2 /4

R

5'-7 1/2 "

3'-2 1/2 "

7 1/2 "7 1/2 " 7 1/2 "7 1/2 "

2'-1 1/2 " DIA.

2 1/2" STUDS.

DRILL AND TAP FOR

ON DRAWING ''NO CAST HOLES''.

BE MACHINED TO DIMENSIONS GIVEN

NUTS ON STUD BOLTS. HOLES SHALL

SPOTFACE TO SUIT WASHERS AND

12 SLOTTED HOLES 2 7/8'' X 4 1/4"

CAP SCREWS

C/L OF DRILL AND TAP

HOLES (TYP.)

DRILL 2 5/8" Ø

PL.3/8" (TYP.)

/2

/2

/2

/2

HOLE @ CENTER

DRILLED

PL. 3/8 x 3 3/4 x 1'-10

3 1/4" 3 1/4"

4 1/4" 3 1/8"

HOLES (TYP.)

(TYP.)

PL.3/8"

1 7/8" 1 7/8"

/2

/2

4 1/4"3 1/4"

(TYP)

STIFF PL. 1/2

3'-3"

1'-8"

1'-8"

1'-8"

2'-11"

NOTE: FIT WITH BUSHING: LC5

2 1/2" STUDS.

DRILL AND TAP FOR

3/4''…