DwgSet13.pdf

S-302

J .Y

A .A

S

D C

I

II

1’ 2’0 6"

SCALE:1-1/2"=1’

SCALE: 1 1/2" = 1’-0"

SECTION THRU RAIL STREET GATE - LEFT GATE LEAF

BUILT UP

GATE BEAM

C/L GATE BEAM

PL 34"X6"

C/L GATE OPENING

BUILT UP

GATE BEAM

L8x8x1/2

L4X4X3/8

FACE OF PILASTER

L4x4x3/8

2" 2"

BOTTOM HINGE

’-3

8"

C/L HINGE

C /L

H

IN

G E

1’-23 4"

12"%%cX6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

12"%%cX6" WELDED

ANCHORS, 6" O.C.

12"%%cX6" WELDED ANCHORS, 12" O.C., STAGGERED

HINGE RECESS

(SEE SHEET S-317)

CLOSING LINK

(SEE SHEETS

S-327 & S-328)

C/L GATE BEAM

C/L SEAL RETAINING BARFOR SIDE SEAL DETAILS

(SEE SHEET S-309)

VERTICAL SEAL

PL 12"X4, C.R.S.

C/L BOTTOM

SEAL "J" BULB

GATE SCREW JACK

BEYOND (TYP.)

(SEE SHEET S-324)

R A

IL

S

T R

E E

T G

A T

E L

E A

F S

E C

T

IO

N

L E

F T

MITER BLOCK SEAL

(DETAIL SEE SHEET S-311)

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US Army Corps of Engineers

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-303

J .Y

A .A

S

D C

I

II

1’ 2’0 6"

SCALE:1-1/2"=1’

SCALE: 1 1/2" = 1’-0"

SECTION THRU RAIL STREET GATE - RIGHT GATE LEAF

BUILT UP

GATE BEAM

C/L GATE OPENING

3/4"X6" PL

BUILT UP

GATE BEAM

C/L GATE BEAM

L4X4X3/8

FACE OF PILASTER

L4X4X3/8

12"%%cx6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

4x4x3/8

BENT PL

2" 2"

4X4X3/8

BENT PL

BOTTOM HINGE

L8X8X1/2

C /L

H

IN

G E

C/L HINGE

2’ -1

2’-11 12"

2’ -1

1’ -5

1’ -5

VERTICAL SEAL PL

12"%%cX6" WELDED ANCHORS, 12" O.C., STAGGERED

12"%%cX6" WELDED ANCHORS, 12" O.C., STAGGERED

12"%%cX6" WELDED

ANCHORS, 6" O.C.

12"%%cX6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

HINGE RECESS

(SEE SHEET S-318)

CLOSING LINK

(SEE SHEETS

S-327 & S-328)

C/L BOTTOM

SEAL "J" BULB

C/L SEAL RETAINING BAR

FOR SIDE SEAL DETAILS

(SEE SHEET S-309)

GATE SCREW JACK

BEYOND (TYP.)

(SEE SHEETS S-324)

R A

IL

S

T R

E E

T G

A T

E L

E A

F S

E C

T

IO

N

R

IG

H T

MITER BLOCK SEAL

(DETAIL SEE SHEET S-311)

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IL

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A M

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D W

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Y

C K

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Y

D E

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IG

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B lv d

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-304

SCALE: 3/8"-1’-0"

SCALE:3/8"=1’

0 2’ 4’ 6’

B SECTION

SCALE: 3/8"-1’-0"

J.

Y

A .A

A SECTION

SCALE: 1"-1’-0"

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FLOOD SIDE ELEVATION

RAIL STREET GATE LEFT LEAF

A

A

B B

SCALE:1"=1’

1’ 2’

S-304

S-307

S-304

S-306

S-304

S-306

S-304

S-304

S-308

S-304

S-307

S-304

S-307

S-304

S-308

S D

C I

II

S-308

15 SPACES @ 3’-0" = 45’-0"

STANDARD TURNBUCKLES

PL 1/2"x6" (TYP.)

6"(TYP.)

C/L GATE BEAM

BUILT UP GATE POST

BUILT UP GATE BEAM

MITER SEAL

NOTE:

PLATES FOR LATCHING AND CLOSING

LINKS ARE NOT SHOWN FOR CLARITY.

2" THK. PL OF

BUILT UP BEAM

EL. VARIES

T.O. GATE EL. 18.0

72%%d

2’-4"

2"

2"

1 14"

1’-578" 1’-0"

47’-578"

46’-878"

47’-578"

1’-578" 15 SPACES @ 3’-0" = 45’-0" 1’-0"

WEB STIFFNER

SPACED @ 3’-0"

BUILT UP

GATE BEAM

BUILT UP

GATE POST

PL 2"x2’-512"

PL 34"x6"

PL 58"x2’-214" (TYP.)

58"x1’-034" (TYP.)

BEAM FLANGE

STIFFNER 12" PL

BEAM WEB

STIFFNER 58" PL

PL 2"x2’-512"

PL 34"x6"

BAR 134"X134"x10"

14" THK. PL OF

BUILT UP BEAM

PL 58"x2’-214" (TYP.)

PL 12"x6"

PLS. 38"X5"X512"

PL 58"x1’-034" (TYP.)

PL 58"X1’-034"

(BEYOND)

878"

1" DIA. DRAIN HOLES IN

TOP & BOTTOM WEB

(TYP.)

2 1/2" TIE RODS

6" CLEVIS W/

2 1/2" DIA. PIN (TYP.)

SCREW JACK

BOTTOM SEAL

DETAILS SEE SHEETS

S-309 & S-309A

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US Army Corps of Engineers

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M e ta ir ie

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-305

SCALE: 3/8"-1’-0"

SCALE:3/8"=1’

0 2’ 4’ 6’

B SECTION

SCALE: 3/8"-1’-0"

A SECTION

SCALE: 3/4"-1’-0"

FLOOD SIDE ELEVATION

RAIL STREET GATE RIGHT LEAF

R A

IL

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T R

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T G

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S

T.O. GATE EL. 18.0

A

A

B B

WEB STIFFNER

SPACED @ 3’-0"

MITER SEAL

PL 2" X 2’-5 1/2"

2" THK. PL OF

BUILT UP BEAM

BUILT UP

GATE BEAM

BUILT UP

GATE POST

BUILT UP

GATE BEAM

BUILT UP

GATE POST

J.

Y

A .A

S

.D .C

II

I

58"X12 34" (TYP.)

SCALE:3/4"=1’

0 1’ 2’ 3’

S-305

S-306

S-305

S-306

S-305

S-305

S-308

S-305

S-307

S-305

S-307

S-305

S-308

S-305

S-307

STANDARD TURNBUCKLES

15 SPACES @ 3’-0" = 45’-0"

6"(TYP.)

C/L GATE BEAM

PL 3/4"x6"

S-308

1" DIA. DRAIN HOLES IN

TOP & BOTTOM WEB (TYP.)

2’-4"

2"

2"

1 14"

47’-578"

1’-0" 15 SPACES @ 3’-0" = 45’-0"

1’-578"

1’-578"1’-0"

47’-578"

46’-878"

PL 12" X 6" (TYP.)

PL 34"x6"

PL 2"x2’-512"

PL 58"x2’-214" (TYP.)

BEAM FLANGE

STIFFNER 12" PL

BEAM WEB

STIFFNER 58" PL

PL 58"X1’-034"

(BEYOND)

PLS. 38"X5"X512"

14" THK. PL OF

BUILT UP BEAM

PL 58"X2’-214"(TYP.)

PL 12" X 6" BAR 134"X134"X10"

PL 58"x1’-034"(TYP.) 878"

’-5

2"1

8"

6" CLEVIS W/

2 1/2" DIA. PIN

(TYP.)

2 1/2"%%c TIE RODS

SCREW JACK

NOTE:

1. PLATES FOR LATCHING AND CLOSING

LINKS ARE NOT SHOWN FOR CLARITY.

BOTTOM SEAL

DETAILS SEE SHEETS

S-309 & S-309A

EL. VARIES4

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US Army Corps of Engineers

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-306

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J Y

A A

S D

C I

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R A

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SCALE: 3"=1’

3" 6" 9" 12"

ELEVATION

S-305

S-306

DETAIL

SCALE: 3" = 1’-0"

S-304

S-306

SECTION

ELEVATION

S-305

S-306

DETAIL

SCALE: 3" = 1’-0"

S-304

S-306

SECTION

SECTION

PL 2" X 2’-278"

PL 2"x8" PL 2"x8"

C/L TOP

WEB PL

END PL 2"

PL 3/4"x6"

1/4

1/4

1/4

1/4

1/4

1/4

1/41/4

1/4

1/4G

G

5/16

5/16 END PL TO

WEB PLS. (TYP.)

1/4

1/4

1/4

END PL TO BEAM

WEB & FLANGE PLS.

END PL TO BEAM

WEB & FLANGE PLS.1/4

1’-2"

1’-114"

MITER SEAL

(FOR DETAILS

SEE SHT. S-311)

C/L BOTTOM

WEB PL

C/L BOTTOM

WEB PL

PL 114"

PL 58"X1’-034"

BAR 134" X 134" X 5"

PL 34"X6"

BAR 134" X 134" X 5"

PL 34"X6"

PL 78"X2’-034"

PL 58"X1’-034"

PL 114"

PL 34"X6"

PL 58"X1’-034"

BAR 134 " X 134" X 5"

BAR 134" X 134" X 5"

PL 2"X2’-512"

PL 1 14"

PL 58"x1’-034"

PL 78"

PL 114" TO

PL 78"

INTERCOSTAL

TO PL 78" & PL 114"

PL 2" TO PL 78"

PL 2" TO

PL 78"

PL 2" TO

PL 78"

PL 1"X8"X8" FITTED 8X8X1/2"

BUILT UP

GATE BEAM

L8X8X1/2

1/4

1/4

C/L TOP

WEB PL

358"

R 438"

PL 2" X 2’-512"

PL 58"X1’-034"

PL 34"X6"

BAR 134" X 134" X 5"

2 1/2"%%c TIE-ROD

#6 CLEVIS w/ 2 1/2"%%c PINPL 1"X8"X8"

PL 2" X 2’-512"

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-307

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SCALE: 3"=1’

3" 6" 9" 12"

ELEVATION SECTION

S-305

S-307

DETAIL

SCALE: 3" = 1’-0"

S-304

S-307

S-305

S-307

DETAIL

S-304

S-307

SIMILAR

PL 2"x8"PL 2"x8"

PL 5/8"x12 3/4"

PL 1 1/4"

1/4

1/4

SECTION

S-305

S-307

DETAIL

SCALE: 3" = 1’-0"

S-304

S-307

ELEVATION

C/L TOP HINGE

12" 1’-0" 12"

CAP PL 12" X 14" X 2’-212"

PL 34"

STIFFNER

12" X 538" X 2’-10"

3/8

3/8

4"

8"

3/8

3/8

12" 538" 858" 858" 538" 12"

PL 34"

1/4

3/8

3/8

STIFFNER

12" X 538" X 2’-10"

2’-4"

1’-2"

4 HOLES 11316"%%c N.S. & F.S.

BUILT-UP

GATE POST

BUILT-UP

GATE POST

PL 78" X 2’-034"

PL 58" X 1’-034"

PL 78"X 2’-034"

PL1" X 8" X 1’-5 34"

C/L TOP HINGE

#6 CLEVIS

W/ 2 1/2" %%c PIN

(TYP.)

R 358"

PL 1"X8"X1’-534"

TOP HINGE

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US Army Corps of Engineers

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DETAIL

SCALE: 3" = 1’-0"

S-304

S-308

SECTIONELEVATION

ELEVATION SECTION

S-305

S-308

DETAIL

SCALE: 3" = 1’-0"

S-304

S-308

PL 2"x8"

PL 2"x8"

PL 2"x8"

PL 2"x8"

PL 2"x8"

PL 2"x8"

PL 2"x8"

PL 2"x8"

PLAN

PL 2"x8"

1/4

1/4

1/4

1/4

SECTIONELEVATION

S-305

S-308

DETAIL

SCALE: 3" = 1’-0"

S-304

S-308

1/4

1/4

1/4

1/4

1/4

1/4 1/4

1/4

1/4

14"

BEAM FLANGE

STIFFNER 1/2" PL

BUILT UP

GATE POST

BUILT UP

GATE POST

GATE

BEAM

PL 114"

PL 78"

PL 34" PL 34"

PL 78"

PL 78"x 2’-034"

PL 78"x 2’-034"

PL 78"x 2’-034"

STIFFNER PL

12" X 1012" X 2’-0"

PL 12"X6"

BEAM FLANGE

STIFFNER 12" PL

PL 114" X 2’-512"

PL 58"PL 78" X 2’-034"

PL 58"X2’-214"

PL 12"X6"

PL 78"

PL 58"

PL 78"x 2’-0 34"

PL 1 14"x 2’-5 12"

PL 34"

HINGE PL BEYOND

STIFFNER PL

12" X 10 12" X 2’-0"

PL 1"X8"X8"

358"

R 438"

2 1/2"%%c TIE-ROD

#6 CLEVIS w/ 2 1/2"%%c PIN

PL 1"X8"X8"

FITTED L8X8X1/2"

FITTED L8X8X1/2"

PL 78"x 2’-034"

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12"%%cX214" BOLTS, 12" O.C., C.R.S.

4’’

12"

NOTE "A"

PROVIDE 916" X 114" VERTICAL SLOTTED

HOLES IN BOTTOM FLANGE PL.

58"

516’’ R

916’’%%c HOLES, 916" X 112"

SLOTTED HOLES

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12" X 214" BOLTS

12" O.C., C.R.S

134’’%%c

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SEAL RETAINING BAR

2 X 516", C.R.S. SEE

DETAIL.

NOTE:

SEAL SET FOR 1/8" DEFLECTION.

1/2"%%cX2 1/4" BOLTS, 12’’

0.C., C.R.S.

SIDE SEAL TO

TOP OF GATE

SCALE: 3" = 1’-0"

HINGE END ELEVATION - RIGHT GATE LEAF

ASECTION @ RIGHT GATE LEAF

SCALE: 3" = 1’-0"

SCALE: 6" = 1’-0"

BOTTOM SEAL DETAIL (TYPICAL)

BSECTION

SCALE: 12" = 1’-0"

SEAL RETAINING BAR

1DETAIL

RIGHT GATE LEAF SIDE

SEAL IN CLOSED POSITION

SCALE: N.T.S.

2DETAIL

END OF L8X8X1/2

SCALE: N.T.S.

TYPICAL GATE SEAL

SCALE: N.T.S.

SCALE: 6"=1’

3" 4"2"1"

SCALE: 1:1

418’’ 478’’

558’’ 338’’

112’’

1716’’

L8x8x1/2

NOTES:

1. FOR GENERAL NOTES SEE SHEETS G-004 & G-005. MOLDS UNDER

PRESSURE AND HEAT.

2. ALL SPLICES WILL BE MADE IN HEAVY STEEL PRESS TYPE MOLDS

UNDER PRESSURE AND HEAT.

3. ALL SPLICE MOLDS MUST DEVELOPE STRENGTH OF AT LEAST 50%

OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

4. SEAL ANGLE SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY.

5. AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAPS

IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH A SILICONE

RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

COPE END OF

ANGLE, SEE DETAIL 2

ON THIS SHEET

516 FITTED PL

516 FITTED PL.

2"

1 1/2"

SLOTTED HOLE

9/16" X 1 1/2"

9/16" X 1 1/2" VERTICAL SLOTTED

HOLES IN BOTTOM FLANGE

TRIM THIS END EVEN

WITH OUTER EDGE OF

GATE’S END PLATE

AFTER MITER SEAL

IS INSTALLED.

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PL 78 "

PL 1 14 "

312"

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412" 512"

A

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B

A

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SIDE

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PROVIDE 916" X 114" VERTICAL SLOTTED

HOLES IN BOTTOM FLANGE PL.

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12’’ O.C., C.R.S.

12" X 214" BOLTS

12" O.C., C.R.S

134’’%%c

516’’R

SEAL RETAINING BAR

2 X 516", C.R.S. SEE

DETAIL.

NOTE:

SEAL SET FOR 1/8" DEFLECTION.

SCALE: 3" = 1’-0"

ASECTION

SCALE: 3" = 1’-0"

SCALE: 6" = 1’-0"

BOTTOM SEAL DETAIL (TYPICAL)

BSECTION

SCALE: 12" = 1’-0"

SEAL RETAINING BAR

1DETAIL

LEFT GATE LEAF SIDE

SEAL IN CLOSED POSITION

SCALE: N.T.S.

2DETAIL

END OF L8X8X1/2

SCALE: N.T.S.

TYPICAL GATE SEAL

SCALE: N.T.S.

SCALE: 6"=1’

3" 4"2"1"

SCALE: 1:1

418’’ 478’’

558’’ 338’’

112’’

1716’’

L8x8x1/2

NOTES:

1. FOR GENERAL NOTES SEE SHEETS G-004 & G-005. MOLDS UNDER

PRESSURE AND HEAT.

2. ALL SPLICES WILL BE MADE IN HEAVY STEEL PRESS TYPE MOLDS

UNDER PRESSURE AND HEAT.

3. ALL SPLICE MOLDS MUST DEVELOPE STRENGTH OF AT LEAST 50%

OF THE MINIMUM TENSILE STRENGTH REQUIRED OF THE RUBBER.

4. SEAL ANGLE SHALL BE PAINTED ON ALL SIDES PRIOR TO ASSEMBLY.

5. AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL GAPS

IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH A SILICONE

RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

678"

2"

1 1/2"

HINGE END ELEVATION - LEFT GATE LEAF

@ LEFT GATE LEAF

PL 2"

SIDE SEAL TO

TOP OF GATE

12"%%cX214" BOLTS, 12" O.C., C.R.S.

SEAL RETAINING BAR,

516"X2", C.R.S.

BOTTOM SEAL

L8X8X1/2 12"%%cX312" BOLTS

WITH WASHER,

12" O.C., C.R.S.

2"3"

GATE POST

SIDE SEAL

12"%%c BOLTS

WITH WASHERS,

12" O.C., C.R.S.

SEAL RETAINING BAR

2"X516", C.R.S.

COPE END OF ANGLE,

SEE DETAIL 2 ON

THIS SHEET

12"%%cX214" BOLTS, 12" O.C., C.R.S.

BOTTOM SEAL

BOTTOM SEAL

RETAINING BAR

PL 114"

L8X8X1/2

12"%%c BOLTS W/

WASHERS,

12" O.C., C.R.S.

516" FITTED PL

SEE NOTE "A"

516" FITTED PL

R 58"

SEAL RETAINING

BAR 2"X516", C.R.S.

12"%%c BOTLS

W/ WASHERS,

12" O.C., C.R.S.

12"%%c X 6" WELDED

ANCHORS, 12" O.C.

VERTICAL SEAL PL

12" X 4", C.R.S.

SIDE SEAL

(DEFLECTED 18")

SLOTTED HOLE

916"X112"

916"X112" VERTICAL

SLOTTED HOLES

IN 78" PL

TRIM THIS END EVEN

WITH OUTER EDGE OF

GATE’S END PLATE

AFTER MITER SEAL

IS INSTALLED.

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Hurricane Protection

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SCALE: 3"=1’

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"J" BULB

SEAL PL

END PL @ MITER

L8X8X1/2

NOTE:

1. DETAILS ARE SIMILAR FOR RIGHT

AND LEFT GATE LEAVES.

C/L MITER BLOCK SEAL BOLTS

T.O. GATE EL. 18.0

SEAL PL

2’-512" E

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L8X8X1/2

MITER SEAL

TRIM MITER SEAL TO

MEET "J" BULB SEAL.

END PL

238"

118" THICK MITER SEAL

(SEAL SET FOR 18" DEFLECTION)

C /L

P L

L8X8X1/2

A S-310

S-311

A S-310

S-311

B S-310

S-311

B S-310

S-311

SCALE: 3" = 1’-0"

END PLAND MITER

SEAL @ MITER POINT

1DETAIL

SCALE: 3" = 1’-0"

C SECTION

SCALE: 3" = 1’-0"

C

C

GATE LEAF

(BEYOND)

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

GATE SCREW JACK

NOT SHOWN FOR

CLARITY

SEE DETAIL 1

(S H

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12"%%cX138" HEX HEAD

CAP SCREWS C.R.S.

(TYP.) SEE SHEET S-311

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US Army Corps of Engineers

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

834" 112"112"

S-311

.A

X X

X S

D C

I

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A

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SCALE: 6"=1’

3" 4"2"1"

END PL 2"

C/L MITER SEAL

PL 3/4"

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

END PL 2"

C/L "J" BULB SEAL

TRIM "J" BULB SEAL EVEN

WITH THIS EDGE OF PL AFTER

SEAL IS INSTALLED.

(40 DUROMETER HARDNESS)

PL 3/4"

C/L MITER SEAL

FILL COUNTERBORED HOLE W/

SEALANT AFTER BOLTING SEAL TO

PLATE. SEALANT SHALL BE PECORA

SYNTHACALK GC-5 (BLACK) AS MFD.

BY PECORA CORP. OR EQUAL. (TYP.)

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

(40 DUROMETER HARDNESS)

10 38"

1134"

112"

34"

578"

34"

112" 834"

"1

18.00%%d

2’-512"

1134"

112"

34"

112" 34"

112" 834"

"1

2’-512"

.5

0% d

578"

SCALE: 6" = 1’-0"

MITER SEAL BOLT

38"138"

FILL HOLE WITH SEALANT AFTER

BOLTING SEAL TO PLATE. SEALANT

SHALL BE PECORA SYNTHACALK

GC-5 (BLACK) AS MFD. BY PECORA

CORP. OR EQUAL. (TYP.)

112"

1038"

L8X8X1/2

SEAL RETAINING BAR 2" X 516"

PL 18"

A

SECTION S-310

S-311

SCALE: 6" = 1’-0"

B

SECTION S-310

S-311

SCALE: 6" = 1’-0"

EPOXY PL TO

RUBBER SEAL

MITER SEAL BOLT 12"%%c X 138" HEX. HEAD CAP SCREW, C.R.S. (THREAD 138") W/ TYPE "A" , SERIES "N", C.R.S. PL

WASHER DRILL AND TAP PL FOR 12"%%c CAP SCREWS. FOR

SPACING, SEE SHEET S-310. (TYP.)

12"%%c x 138" HEX HEAD

CAP SCREW, C.R.S.

NOTES:

1. ALL DETAILS ON THIS SHEET ARE TYPICAL

FOR BOTH GATE LEAVES.

2. MITER SEAL SET FOR 18" DEFLECTION.

F

IL

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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IL

S-312

.A

X X

X

4S D

C I

II

SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 3" = 1’-0"

NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART

NUMBER FOR HINGE. SEE SHEET S-323.

2. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

3. GATE SEALS NOT SHOWN FOR CLARITY.

SEE SEAL DETAILS.

PLAN

LEFT TOP HINGE DETAIL

N

PL 1"

PL 2"

12 %%c X 6" WELDED

ANCHORS, 12" O.C.

VERTICAL SEAL

PL 12 X 4, C.R.S.

82’-0"

GATE OPENING

PL 1"

R

2"

GATE IN STORAGE POSITION

3/8

PL 1 58"

SHIMS MK 17

2 SHOWN IN PLACE

5/16

5/16

A S-312

S-314

A S-312

S-314

C /L

H

IN

G E

1"

L4x4x3/8

12"%%cx6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

FACE OF PILASTER

HINGE

RECESS

2"

2"

34"

C/L HINGE

’-3

8"

1’-2

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-313

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X

4S D

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SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 3" = 1’-0"

R A

IL

S

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NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART

NUMBER FOR HINGE. SEE SHEET S-323.

2. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

3. GATE SEALS NOT SHOWN FOR CLARITY.

SEE SEAL DETAILS.

PLAN

RIGHT TOP HINGE DETAIL

N

PL 2"

PL 2"

R 512"

PL 2"

GATE IN STORAGE POSITION

3/8

PL 1 58"

SHIMS MK 17

2 SHOWN IN PLACE

A S-313

S-315

A S-313

S-315

C/L HINGE

L4X4X3/8

BENT PL

VERTICAL SEAL

PL 12 X 4, C.R.S.

L4X4X3/8

BENT PL

5/16

5/16

12"%%cX6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

12"%%cX6" WELDED

ANCHORS, 6" O.C.

12"%%cX6" WELDED

ANCHORS, 12" O.C.,

STAGGERED

C /L

H

IN

G E

C /L

H

IN

G E

6"

’-3

F

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-314

.A

X X

X

SCALE: 3"=1’

3" 6" 9" 12"

4S D

C I

II

NOTE:

1. ALL HINGE PLATES AND MISC.

PLATES ASTM A-572, Gr. 50.

C/L HINGE

SHEAR LUG PL 1" (BEYOND)

912"

PL 1"

(TYP.)

234"

PL 1"

1/2

TYP.

3/8

3/8

3/8

1/2

1/2

SCALE: 3" = 1’-0"

LEFT HINGE DETAIL

R A

IL

S

T R

E E

T G

A T

E H

IN

G

E D

E T

A

IL

S

PL 1" x 3 5/8"

(S H

E E

T

O F

B S-314

S-316

C S-314

S-316

C S-314

S-316

B S-314

S-316

A S-312

S-314

F

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US Army Corps of Engineers

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-315

.A

X X

X

SCALE: 3"=1’

3" 6" 9" 12"

4S D

C I

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NOTE:

1. ALL HINGE PLATES AND MISC.

PLATES ASTM A-572, Gr. 50.

C/L HINGE

SHEAR LUG PL 1" (BEYOND)

1’-634"

PL 1"

(TYP.)

234"

PL 1"

1/2

TYP.

3/8

3/8

3/8

1/2

1/2

SCALE: 3" = 1’-0"

RIGHT HINGE DETAIL

PL 1" x 12"

R A

IL

S

T R

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A T

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G

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A

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S

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B S-315

S-316

B S-315

S-316

C S-315

S-316

C S-315

S-316

A S-313

S-315

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US Army Corps of Engineers

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IDENTIFICATION

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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IL

S-316

.A

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4S D

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1/4

1/4

TYP.

1/4

PL 2"

C/L HINGE

SCALE: 3" = 1’-0"

TYP.

PL 1"

5/16

5/16

TYP.

1"

1"

3/8

3/8

TYP.

R A

IL

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A

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IN

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2’-5"

2’-4"

458" 858" 858" 458"

PL 1"

PL 1"

1 1316" x 3 34" SLOTTED

HOLE (TYP.)

538"614"614"538"

3/8

PL 1"

PL 1"

PL 1"

PL 1 5/8"

PL 1" SHEAR LUG

(BEYOND)

TOP HINGE SECTION

(S H

E E

T

O F

PL 1 X 358"

158" 34"

B

SECTION S-315

S-316

SCALE: 3" = 1’-0"

C

SECTION S-314

S-316

SCALE: 3" = 1’-0"

PL 34" X 2"

PL 34" X 4"

PL 158" 1

1’-834"

3/8

B S-314

S-316

34" 38"

112" 112"

34"38"

1516" X 234" SLOTTED

HOLE (TYP.)

1’-1114"

1’-814"

1’-6"

TYP.

PL 1"

5/16

5/16

TYP.

1"

1"

3/8

3/8

TYP.

C /L

H

IN

G E

738"614"614"738"

C

SECTION S-315

S-316

SCALE: 3" = 1’-0"

PL 34" X 2"

PL 34" X 4"

PL 158" 1

3/8

34"

112" 112"

34"

1516" X 234" SLOTTED

HOLE (TYP.)

2’-314"

2’-14"

1’-8"

138" 138"

NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART NUMBER

FOR HINGE. SEE SHEETS S-321, S-322 AND S-323.

2. MARK NUMBERS 1 THRU 9 NOT DETAILED.

SEE TABLE ON SHEET S-323 FOR DESCRIPTION.

3. PRETENSION THE ANCHOR BOLTS TO 13 KIPS

AND DO NOT PAINT FAYING SURFACES.

4. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

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B lv d

S u it e

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L o u is ia n a

(5

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G A

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-317

.A

X X

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4S D

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SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 3" = 1’-0"

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PLAN

LEFT BOTTOM HINGE DETAIL

NOTES:

1. 15 AND 16 NUMBERS INSIDE CIRCLES DENOTE PART

NUMBER FOR HINGE. SEE SHEETS S-321, S-322 AND S-323.

ALL HINGE PLATES AND MISC. PLATES ASTM A-572 Gr. 50.

2. GATE SEALS NOT SHOWN FOR CLARITY.

82’-0"

GATE OPENING

L4X4X3/8

FACE OF PILASTER

BEARING PEDESTAL, MK

BASE PLATE, MK

BUILT UP GATE POST

C /L

H

IN

G E

’-4

2"

2"

90.0%%d

3’-78

’-1

8"

1’-1138"

’-1

2"

4"

8"

8"

8"

8"

4"

’-1

4"

’-1

4"

1"

1’-23 4"

1’-1018"

VERTICAL SEAL PL

LIMITS OF HINGE RECESS

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US Army Corps of Engineers

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-318

.A

X X

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4S D

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SCALE: 3"=1’

3" 6" 9" 12"

SCALE: 3" = 1’-0"

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NOTES:

1. 15 AND 16 NUMBERS INSIDE CIRCLES DENOTE PART

NUMBER FOR HINGE. SEE SHEETS S-321, S-322 AND S-323.

ALL HINGE PLATES AND MISC. PLATES ASTM A-572 Gr. 50.

2. GATE SEALS NOT SHOWN FOR CLARITY.

PLAN

RIGHT BOTTOM HINGE DETAIL

C /L

G A

T E

FACE OF

PILASTER

BASE PLATE, MK 15

BEARING

PEDESTAL, MK

C /L

G A

T E

C/L GATE

’-4

’-1

2’-1112"

4"

4"

%%d0

0’

%%d0

0’

’-1

2"

1’-1 1"

6"

6"

4x4x3/8

BENT PL

4x4x3/8

BENT PL

VERTICAL SEAL PL

LIMITS OF

HINGE RECESS

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-319

.A

X X

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SCALE: 3"=1’

3" 6" 9" 12"

4S D

C I

II

PILASTER

T.O. SLAB EL. 15.13

1" 1’-10"2" PL

FACE OF PILASTER

8" LONG 112"%%c HEAVY HEX BOLTS

(MAT’L. A193 CLASS 2B GRADE B8

- STRAIN HARDENED)

D S-319

S-320

C S-319

S-320

1/2

1/2

3/8

3/8

3/8

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3’-3116"

VARIES2’-312"534"

ELEVATION

TYPICAL BOTTOM HINGE

SCALE: 3" = 1’-0"

(BOTTOM SEAL NOT SHOWN FOR CLARITY)

BUILT UP GATE POST

C/L TOP FLANGE

BUILT UP GATE BEAM

C/L BOTTOM FLANGE

NOTES:

1. ALL HINGE PLATES AND MISC. PLATES ASTM A-572, Gr. 50.

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A P

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S-320

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4S D

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4" NON SHRINK GROUT BASE PL. MK 15

TO BE SET W/ LEVELING SCREWS AND

GROUTED IN BEFORE GATE INSTALLATION

LEVELING SCREW (ANCHOR BOLT BEYOND)

VARIES

PL 2"x28"x1’-8 1/2"

R A

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2’-4"

/2

/2

/4

3/4 " 3/4 "

7"7"

1’-6"

C/L HINGE

PL 3/4"

GATE POST

PL 3/4"

PILASTER

1/2

1/2

(TYP.)

1’-11"

C /L

H

IN

G E

(S H

E E

T

O F

6" 312" 312" 6"

614" 614"

GREASE FITTING

(1/8" N.P.T. TYPE,

DRILL AND TAP TO SUIT)

D S-319

S-320

SCALE: 3" = 1’-0"

TYPICAL BOTTOM HINGE SECTION

C S-319

S-320

SCALE: 3" = 1’-0"

TYPICAL BOTTOM HINGE SECTION

LEVELING SCREW

(TYP.)

NOTE:

HINGE RECESS NOT SHOWN FOR CLARITY.

NOTES:

1. 10 NUMBER INSIDE CIRCLE DENOTES PART NUMBER

FOR HINGE, SEE SHEET S-321, S-322, AND S-323.

2. ALL HINGE PLATES AND MISC. PLATES ASTM A-572, Gr. 50.

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-321

.A

X X

X

SCALE: 3"=1’

3" 6" 9" 12"

4S D

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SCALE: 6"=1’

3" 4"2"1"

(S H

E E

T

O

F

T H

R E

D

L E

N G

T H

4.4978"

4.4964"

M

IN

DRILL AND TAP FOR

18" GREASE FITTING

116" CHAMFER

DRILL 316"

DRILL 58"

BREAK CORNERS

HIGH STRENGTH C.R.S.

14"R

234" - 6UNC-2A FOR MK 3

SCALE: 6" = 1’-0"

MK-12

M

IN

112"%%c BOLT, C.R.S.

FLAT WASHER

1916" I.D. X 314" O.D.

X 516" THK. C.R.S.

SCALE: 6" = 1’-0"

MK-11

SCALE: 3" = 1’-0"

MK-10

ANCHOR BOLT BUSHING

18" R GREASE GROOVE,

6 EQUALLY SPACED

512"%%c (FN 2 FIT)

SEE MK 7

4.5014"

4.5000"

334" 1’-34" 334"

1’-814"

PL 18"

1116"R

SCALE: 3" = 1’-0"

MK-17

SHIM

SCALE: 3" = 1’-0"

MK-19

PLATE

214" 1’-34" 214"

1’-514"

DRILL 2 - 1516"%%c HOLES

FOR MK 18 BOLTS

TOP HINGE SHAFT

R A

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L o u is ia n a

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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IL

S-322

.A

X X

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SCALE: 3"=1’

3" 6" 9" 12"

4S D

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SCALE: 6"=1’

3" 4"2"1"

(S H

E E

T

O

F

1’-312"%%c (FN 2 FIT)

SEE MK 8

18"R GREASE GROVE,

6 EQUALLY SPACED

SCALE: 6" = 1’-0"

BUSHING

MK-14

6.750"

1’-5"

C.R.S.

6.994"

6.990"

116" CHAMFER

HIGH STRENGTH

C.R.S.

116" CHAMFER

A

A

SCALE: 6" = 1’-0"

MK-13

THRUST WASHER - SECTION A-A

SCALE: 3" = 1’-0"

BEARING PEDESTAL

6"

2’-6"

FLAT WASHER

1516" I.D. X 3" O.D. X 14" THK.

C.R.S.

MK 19

SCALE: 3" = 1’-0"

ANCHOR BOLT

114"%%c BOLT, C.R.S.

MK-16

3/16

212" 6" 6" 212"

DRILL 8 - 1916"%%c HOLES

FOR MK 9 BOLTS

18"R GREASE GROOVE,

6 EQUALLY SPACED

12"%%c

1/4

1/2

6.754"

7 1516"

R A

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Hurricane Protection

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S-323

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X X

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SCALE: 3"=1’

3" 6" 9" 12"

4S D

C I

II

-PARTS DETAILED-

MARK NO. QUANTITY DESCRIPTION MATERIAL

AS REQ’D

NOTE: QUANTITIES SHOWN ARE FOR ONE COMPLETE TWO LEAFED MITERED SWING GATE.

BEARING

PEDESTAL

PARTS NOT DETAILED

9 16

10 16

SET SCREW - HEX SOCKET, 1’’ %%c x 2 1/2’’ LONG, CLASS 3A, FLAT POINT

NUT, HEAVY HEX 2 3/4’’-6 UNC-2B, W/ FLAT WASHER 2 7/8’’ I.D. x 4

1/4’’ O.D. x 5/16’’ THK.

GREASE SEAL, GARLOCK KLOZURE NO. 63 - 2176 OR EQUAL

GREASE SEAL, GARLOCK KLOZURE NO. 53 - 2753 OR EQUAL

GREASE FITTING, 1/8’’ N.P.T. TYPE

MECHANICAL TUBING, 6 3/4’’ O.D. x 5 1/2" I.D. 10 1/2" LONG

MACHINED FOR FN 2 FIT BETWEEN I.D. OF TUBING AND

O.D. OF MK-11 BUSHING

1 1/2"%%c x 3’-6’’ LONG HEX BOLT WITH NUT & FLAT WASHERS

BUSHING, 5 1/2’’ O.D. x 4 1/2’’ I.D. x 9 1/2’’ LONG

TOP HINGE SHAFT., 4.49’’ O.D.x16 1/2’’ LONG

BASE PLATE 2" x 2’-3 1/2" x 2’-3 1/2"

PLATE 3/8 x 4 1/2" x 1’-5 1/4"

1 1/4"%%cx2’-6" LONG HEX BOLT WITH NUT & WASHER

SHIM PLATE 1/8" x 5" x 1’-8 1/4"

FED. SPEC. FF-S-200A(2)

C.R.S., ALLOY 304

ASTM A-194/A-194M-01a, GRADE B8M, STRAIN-HARDENED

COMMERCIAL GRADE

COMMERCIAL GRADE

COMMERCIAL GRADE

A-513, TYPE 6

A-513, TYPE 6

SAME AS MARK NO. 2

SAME AS MARK NO. 2

B-22, NO.863

STEEL A-572, Gr. 50

SAME AS MARK NO. 2

STEEL A-572, Gr. 50

A-276, TYPE 431

STEEL A-572, Gr. 50

B-22, NO.863

B-22, NO.863

A-276, TYPE 431

ASTM A-193/A-193M-04b, CLASS 2B, GRADE B8, STRAIN-HARDENED

MECHANICAL TUBING, 8 3/4’’ O.D. x 7 1/2’’ I.D. x 10 3/4’’ LONG

MACHINED FOR FN2 FIT BETWEEN I.D. OF TUBING AND

O.D. OF MK-14 BUSHING

THRUST WASHER, 7 7/16’’%%c WITH 1/2’’ HOLE

BUSHING, 8 1/2’’ O.D. x 7 1/2’’ I.D. x 9 1/4’’ LONG

PLATE 3" x 17" x 17"

(S H

E E

T

O

F

1 3/4"%%cx1’-5 3/8" LONG HEX BOLT WITH NUT AND FLAT WASHER

1 13/16’’ I.D. x 3 3/4" O.D.x 5/16’’ THK.

1 1/2"%%c x 6’’ LONG HEX BOLT WITH NUT AND FLAT WASHER

1 9/16’’ I.D. x 3 1/2’’ O.D. x 5/16’’ THK.

3/16

TYP

2"

MK 9

258" 514" 578" 578" 514" 258"

2’-312"

SCALE: 3" = 1’-0"

BASE PLATE

MK-15

DRILL AND TAP THROUGH PLATE

FOR LEVELLING BOLT 34"%%cX5" LONG

(ASTM A-449/SAE J429, GRADE 5)

12UNF-2A THREADS. REMOVE

LEVELLING BOLT AFTER SETING

GROUT. (TYP. 3 PLACES)

DRILL 8 - 1916"%%c HOLES

FOR MK 10 BOLTS

DRILL 8 - 1916"%%c HOLES

FOR MK 9 BOLTS

NOTE:

1. SEE SHEET S-321 AND S-322 FOR

PARTS DESCRIBED IN TABLE ABOVE.

A-276, TYPE 304,

STRAIN HARDENED & COLD FINISHED

SHAFT. 7"%%c x 13 1/8’’ LONG

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3/16

1/4

PL 2" X 2’-278"

PL 34" X 6"

PL 2" X 2’-278"

BAR 134" X 134" X 10"

END PL 2"

PL 58" X 12 34"

MITER SEAL

(FOR DETAILS

SEE SHEET S-311)

GATE JACK PLAN

SCALE: 3" = 1’-0"

A

A

BEARING PL

PASS PIPE

THRU 34" PL

PL 12"X4"

3/16

3/16

"SIMPLEX" SHOULDER NUT,

PART NO. 1 1/2 NS-25 AS

MANUFACTURED BY TEMPLETON,

KENLY & CO. OR EQUAL

PIPE 212"%%c STD.

"SIMPLEX" SCREW AND CAP

ASSEMBLY, MODEL NO. 1 1/2

BC-30-12 AS MANUFACTURED

BY TEMPLETON, KENLY & CO.

OR EQUAL

PASS BODY PORTION

OF SHOULDER NUT

THRU 3/4 PL.

FILL INSIDE OF

PIPE WITH GREASE

DRILL AND TAP FOR 18"

NPTF STAINLESS STEEL

"ALEMITE" FITTING NO.

1961-S OR EQUAL

A SECTION

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

L 8X8X1/2"

BOTTOM SEALSTORAGE PAD

PL 58"X1’-034"

TOP OF SLAB

EL. 15.13

TOP OF SLAB

EL. 15.13

PROTECTED SIDE ELEVATION

C /L

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STORAGE MONOLITH

PIPE CAP 212"%%c STD.

2 1/2 " 2 1/2 "

/2

/4

/4

/4

/4

/8

/4

C/L SCREW AND CAP

ASSEMBLY AND PIPE

PLAN

ELEVATION

1’-0"

1 1/2 "

/2

/2

P

L A

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(4) 3/4"%%cx4" LONG STUDS

SCALE: 3"=1’-0"

SCREW JACK BEARING PLATE DETAIL

SCREW JACK

BEARING PLATE

(SEE DETAIL)

3’-578"

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11"

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AA

PL1/2X7X0’-11"(GALV.)

TS 10X6X1/2(GALV.)

FIRST POUR

SECOND POUR

BOTTOM SEAL

SEAL PL

C.J.

8"

NOMINAL

5" 5"

EDGE OF BASE SLAB

(PROTECTED SIDE)

12"X12" CLEAR OPNG.

CAST GRAY IRON

FRAME & LID,

SEE SPECS.

6" 6"

C.J.

1/4

GATE STOP,

SEE DETAIL

C/L SEAL PLATE

C/L TS 10X6X1/2 AND FRAME

& LID CASTING C/L GATE BEAM

TOP OF BASE SLAB, EL. VARIES

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18" CL.

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TS 10X6X1/2 (GALV.)

PL 12" X 7" X 11"

1’-1014"

1’-514"

L8X8X1/2

512" 512"

SCALE: 3" = 1’-0"

GATE STOP WITH

GATE IN CLOSED POSITION

A SECTION

SCALE: 3" = 1’-0"

5’-158"

GATE STOP, SEE DETAILS ON SHEET S-326

TOP OF LID

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