DwgSet14.pdf

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3" 6" 9" 12"

W8X15

1 1/2" %%c HOLE

B E

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L F

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2"

2"

/2

PADLOCK,

SEE SPECS.

GATE STOP,

SEE DETAIL.

STRAP, SEE DETAIL.

4"

/8 c H

O L

E

3/16

B B

8"

MIN. RADIUS

W8X15

3/16

1/4

2"

1/2" R.

GATE STOP

SEE DETAIL

TOP OF BASE SLAB

TYP.

1 2

1 2

C/L WELDED STUDS

AND HOLES

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112"

312"

512"

PL 38" X 5" X 512"

WELDED STUDS - 12"%%c -13UNC-2A X 278"

CPL THREADED W/ HEX. NUTS AS

MANUFACTURED BY NELSON

DIVISION OF TRW INC. OR EQUAL.

SHIMS = 4116", 118"

SHIM PLS THICKNESS X 8" X 1’-0"

58"%%c HOLES

STIFF. PL 38"

WASHER PL 316" X 112" x 1’-0"

MARINE FENDER, "D" SHAPE,

"D" BORE (4X4X2) AS MFD. BY

GOODYEAR TIRE & RUBBER

CO. OR EQUAL.

BAR 112" X 38"

34"

112"

34"

38"%%c HOLE

STIFF. PL 38"

PL 34"X3"X11"

BASE PL 12" X 4" X 818", CLIP

TWO (2) CORNERS SAME AS

SHOWN FOR W8 FLANGE

C/L 12"X2" SLOTTED HOLES IN 38" PL

38" HOLE IN PLS FOR PADLOCK

58"

412"

112"

12" X 2" SLOTTED

STIFF PL 38"

SOLID NEOPRENE RUBBER, SOFT GRADE

(40 DUROMETER), 1/2" THICK X 4" X 0’-81/8",

CLIP TWO (2) CORNERS SAME AS SHOWN

FOR W8 FLANGE. EPOXY TO 1/2" BASE PL.

PL 34"X3"X11"

STIFF PL 38"

BASE PL 12"X4"X818"

PLAN

ELEVATION

ELEVATION

GATE STOP DETAIL

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

STRAP DETAIL

B SECTION

SCALE: 3" = 1’-0"

PLAN

GATE POST

114" PL OF

GATE BEAM

GATE POST

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US Army Corps of Engineers

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SCALE:1"=1’

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TOP OF GATE, EL 18.0

TOP OF SLAB, EL 15.13

BOTTOM SEAL

BOTTOM OF

END PLATES

L 8X8X1/2

RIGHT LEAFLEFT LEAF

SCALE: 1" = 1’-0"

PROTECTED SIDE

FLOOD SIDE

SCALE: 1" = 1’-0"

DETAIL OF MITER GATE LEAF’S CLOSING LINKS

PROTECTED SIDE ELEVATION

RIGHT LEAFLEFT LEAF

SCREW JACK

(BEYOND)

SCREW JACK

(BEYOND)

CLOSING LINK

WHEN GATE IN

OPEN POSITION

PLAN

SCREW JACK

(TYP.)

CLOSING LINKS SEE DWG. S-328

NOTE:

1. CONTRACTOR SHALL PROVIDE 2 PAD LOCKS FOR

CLOSING AND LATCHING LINKS. ALL PAD LOCKS

KEYED ALIKE. SEE SHEET S-328 AND S-331 FOR

FURTHER REQUIREMENTS.

LATCHING LINK

SEE SHEET S-331

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SCALE: 3"=1’

3" 6" 9" 12"

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SCALE: 3"=1’

3" 6" 9" 12"

3 1/2"

2"

2" 6"

3 1/2"

/2

/4

/8

BAR 1"%%c, HIGH STRENGTH C.R.S.

TWO END THREADS

C/L 1 1/8" %%c HOLES

IN 1/2" PLS.

C/L 1 1/8" %%c HOLES

IN 1/2" PLS.

/4

C/L CLOSING LINK

/8

PL WASHER 1/4 X 2 1/4" %%c C.R.S.

/4

/8

/8

/8

THD.

412" 412"

THD.

312" 312"

2’-018" 234" 2’-018"

END PL 2"

112" 112"

A

A

4’-3" 2’-012"

B

B

312" 312"

212" 012"

TWO END THREADS

TO BE FILLED WITH

WELD MAT’L. C.R.S.

1"%%cX6" STANDARD

TURNBUCKLE, C.R.S.

1"%%cX4" HEX. BOLT WITH HEX.

NUT (ASTM F593, GROUP 2,

CONDITION CW, 316 ALLOY.

B SECTIONA SECTION

PLAN OF CLOSING LINK

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

SECTIONS OF CLOSING LINK

NOTE:

1. SCREW JACKS NOT SHOWN FOR CLARITY.

C/L 3/8"%%c HOLE FOR PADLOCK

(PADLOCK NOT SHOWN)

NOTE:

1. PROVIDE 516"%%c HIGH STRENGTH ZINC-PLATED

PADLOCK KEYED ALIKE WITH O.L.D. PADLOCKS.

COORDINATE KEYING WITH O.L.D.

TO BE FILLED WITH

WELD MAT’L. (C.R.S.)

/8

C SECTION SIMILAR

C

C

CLOSING LINK WHEN

GATE CLOSED (MITERED)

BAR 1"%%c, HIGH

STRENGTH C.R.S.

1"%%c STD. EYEBOLT, HIGH STRENGTH C.R.S.PL 12"

(TYP.)

1 1/4" PL OF BUILT UP

GATE BEAM

BAR 1"%%c, HIGH

STRENGTH C.R.S.

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)SCALE: 3/16"=1’-0"

RAIL STREET GATE OPEN LAYOUT

MITER GATE RIGHT LEAF

IN STORAGE POSITION

STORAGE COLUMN

(SEE SHEET S-330)

STORAGE COLUMN

(SEE SHEET S-330)

MITER GATE LEFT LEAF

IN STORAGE POSITION

GATE MONOLITH

MONOLITH A2-1

MONOLITH A3-1

5’-0"

C /L

S T O

R A

G E C

O L U

M N

C /L

S T O

R A

G E C

O L U

M N

5’-5 3/4 "

3’- 8 3

/8

C/L STORAGE COLUMN

C /L

S T

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N

2’-1 3/4 "

/8

NO FRACTURED FIN FINISH

ON FLOOD SIDE OF THIS WALL

UP TO STORAGE COLUMN.

NO FRACTURED FIN FINISH

ON FLOOD SIDE OF THIS WALL

UP TO STORAGE COLUMN.

47’-3 7/8 "

47’-1 3/4 "

174.9%%d

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Hurricane Protection

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S-330

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SCALE: 3/4"=1’

0 1’ 2’ 3’

SCALE: 3/4"=1’-0"

LEFT GATE LEAF STORAGE COLUMN

SCALE: 3/4"=1’-0"

SCREW JACK

SCREW JACK

STORAGE COLUMN

STORAGE COLUMN

FLOOD GATE

FLOOD GATE

1’-7 1/2 "

1 1/4 "

/4

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A

/4 " 1 1/4 "

1’-7 1/2 "

/8

B

B STORAGE COLUMN

EL. 15.13

EL. 18.0

/2

EL. 18.0

EL. 15.13

/2

2’-5 3/8 "

T-WALL MONOLITH A3-1

T-WALL MONOLITH A2-1

C /L

L A

T C

H

IN

G L

IN

K

2’-6"

REINFORCING

DETAILS

(SEE PLAN)

A

SCALE: 3/4"=1’-0"

ELEVATION AT SECTION

2’-0"

STORAGE

COLUMN

EL. 12.13

WALL

C /L

L A

T C

H

IN

G L

IN

K

EL. 12.13

B

SCALE: 3/4"=1’-0"

ELEVATION AT SECTION

2’-0"

WALL

REINFORCING

DETAILS

(SEE PLAN)

7 - # 6 VERTICAL BARS

EQUALLY SPACED

AROUND THE COLUMN

7 - # 6 VERTICAL BARS

EQUALLY SPACED

AROUND THE COLUMN

# 6 HORIZONTAL BARS

@ 12" O.C. VERTICALLY

# 6 HORIZONTAL BARS

@ 12" O.C. VERTICALLY

RIGHT GATE LEAF STORAGE COLUMN

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US Army Corps of Engineers

Hurricane Protection

Office

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SCALE: 3"=1’

3" 6" 9" 12"

SCALE:3/4"=1’

0 1’ 2’ 3’

7"

" 7

6"2"

1"%%c ANCHOR ROD, HIGH STRENGTH C.R.S.

T Y

P

LATCHING LINK,

C/L LATCHING LINK

(NOMINAL POSITION).

C/L 3/8"%%c HOLE FOR PADLOCK

BAR 1"%%c, HIGH STRENGTH C.R.S.

C/L LATCHING

PL WASHER 1/4 X 2 1/4" %%c C.R.S.

LINK

(PADLOCK NOT SHOWN)

E SECTION

SCALE: 3" = 1’-0"

D SECTION

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

PLAN OF LATCHING LINK

SCALE: 3" = 1’-0"

SECTION OF LATCHING LINK

D

D

E

E

STORAGE

COLUMN

1"%%c STD. EYEBOLT, HIGH STRENGTH C.R.S.

1"%%c X 6" STANDARD

TURNBUCKLE, C.R.S.

BAR 1"%%c, HIGH

STRENGTH C.R.S.

END PL 2"

BAR 1"%%c HIGH

STRENGTH, C.R.S.

R A

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" 3

312"

GATE BEAM

TWO END THREADS

TO BE FILLED WITH

WELD MAT’L. C.R.S.

1’-118" 234" 1’-118"

934" 1038"

512"

278"

L 8X8X1/2

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IZ

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S t r u c t u r a l

S d g n fi

US Army Corps of Engineers

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SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

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IN

A N

D V

IC

IN

IT

Y

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B A

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B lv d

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M e ta ir ie

L o u is ia n a

(5

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U S

A

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IN

E

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D

IS

T R

IC

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C O

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F E

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IN

E

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S

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A

N E

P R

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E C

T

IO

N O

F F

IC

E

N E

W O

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L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-401

J .Y

A .A

S

D C

I

II

L A

K E

T E

R R

A C

E G

A T

E G

E O

M E

T R

IC

P

L A

N

LEFT LEAF RIGHT LEAF

C/L HINGE ASSEMBLY

SCALE: 1/4"=1’-0"

LAKE TERRACE GATE GEOMETRIC PLAN

C/L GATE OPENING

34’-0" 34’-0"

3’-358" 68’-0" GATE OPENING 3’-358"

18.5% d 18 .5 d

143.1%%d

108.5%%d

CONCRETE

PILASTER

W24X192

’-3

8"

C/L W24X192

W24X192

C/L W24X192

BASE SLAB

1’-234"

CONCRETE

PILASTER

4’ 8’0 2’

SCALE:1/4"=1’

FOR GATE STOP DETAILS

SEE SHEETS S-424 & S-425

F

IL

E N

A M

E

D W

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IG

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US Army Corps of Engineers

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IDENTIFICATION

L A

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N A

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F F

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A

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D R

R S

F L

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D W

A L

L

G A

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S

L P

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-402

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A .A

S

D C

I

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L

A K

E T

E R

R A

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G A

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L

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SCALE: 1 1/2"=1’-0"

SECTION THRU LAKE TERRACE GATE - LEFT GATE LEAF

3/4"X6" PL

C/L GATE OPENING

C/L W24

W24x192

C/L W24

W24x192

L8x8x1/2

BOTTOM HINGE

C /L

H

IN

G E

FACE OF

PILASTER

L4x4x3/8

1/2"%%cx6" WELDED ANCHORS, 12" O.C., STAGGERED

FACE OF PILASTER

4x4x3/8

BENT PL

1/2"%%cx6" WELDED ANCHORS, 12" O.C., STAGGERED

VERTICLE SEAL PL

1/2"x4, C.R.S.

2" 2"

C/L BOTTOM

SEAL "J" BULB

C/L SEAL

RETAINING BAR

3’-0"

1/2"%%cx6" WELDED

ANCHORS, 6" O.C.

1’ 2’0 6"

SCALE:1-1/2"=1’

SKIN PL 5/16

BOTTOM HINGE RECESS

(DETAILS SEE SHEET S-416)

GATE STOP STORAGE PLS

(DETAILS SEE SHEET S-425)

SIDE SEAL

(DETAILS SEE SHEET S-409)

GATE SCREW JACK

(DETAILS SEE SHEET S-423)

MITER BLOCK SEAL

(DETAIL SEE SHEET S-411)

CLOSING AND LATCHING LINK

(DETAILS SEE SHEET

S-426 & S-427)

F

IL

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4 5

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B

D A

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S t r u c t u r a l S d g n fi

US Army Corps of Engineers

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IDENTIFICATION

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IN

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D R

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F L

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D W

A L

L

G A

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S

L P

V

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-403

.Y

A .A

S

D C

I

II

L

A K

E T

E R

R A

C E

G A

T E

L E

A F

S E

C T

IO

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R

IG

H

T

C/L GATE OPENING

SCALE: 1 1/2"=1’-0"

SECTION THRU LAKE TERRACE GATE - RIGHT GATE LEAF

PL 3/4"X6"

W24x192

C/L W24 C/L W24

SKIN PL 5/16

L4x4x3/8

1/2"%%cx6" WELDED ANCHORS, 12" O.C., STAGGERED

VERTICLE SEAL PL

1/2"x4, C.R.S.

FACE OF PILASTER

C/L SEAL

RETAINING BAR

L8x8x1/2

C/L BOTTOM

SEAL "J" BULB

W24x192

W24x192

2" 2"

1/2"%%cx6" WELDED

ANCHORS, 6" O.C.

1’-234"

BOTTOM HINGE

FACE OF PILASTER

1’ 2’0 6"

SCALE:1-1/2"=1’

MITER BLOCK SEAL

(DETAILS SEE SHEET S-411)

GATE SCREW JACK

(DETAILS SEE SHEET S-423)

CLOSING LINK

(DETAILS SEE SHEET

S-426 & S427)

GATE STOP STORAGE PLS

(DETAILS SEE SHEET S-425)

SIDE SEAL

(DETAILS SEE SHEET S-409)

BOTTOM HINGE RECESS

(DETAILS SEE SHEET S-417)

F

IL

E N

A M

E

D W

N B

Y

C K

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Y

D E

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IG

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2 3

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B

D A

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S

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B Y

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P L

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S t r u c t u r a l

S d g n fi

US Army Corps of Engineers

A P

P R

D

A T

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C R

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M A

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A P

P R

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A T

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SHEET

IDENTIFICATION

L A

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P O

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IN

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E

B A

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A N

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R S

F L

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D W

A L

L

G A

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S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

L

K E

T E

R R

A C

E G

A T

E L

E A

F

L E

F T

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S A

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A .A

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W24x192

W24x192

W24

W24

T.O. GATE EL. 18.5

C/L W24

C/L W24

W24x192

C /L

W

/8

/8

37’-9 5/8 "

71.5% d

/2

1’-5 1/8 " 1’-1"

GATE POST

/2

38’-4"

1’-1"24 SPACES @ 1’-6" = 36’-0"1’-3"

S-404

S-406

S-404

S-406

S-404

S-408

S-404

S-408

S-404

S-407

S-404 7

S-404

S-407

S-404

S-407

S-408

S-404

S-407

PL 2" X 2’-278"

PL 58" X 2’-1" (TYP.) PL 12" X 6" (TYP.)

STANDARD TURN

BUCKLE (TYP.)

SKIN PL 516"

PL 58" X 1234" (TYP.)

PL 34" X 6"

PL 2" X 2’-278"

PL 34" X 6"

SKIN PL 516"

PL 58" X 1234" (TYP.)PL 58" X 2’-1" (TYP.)

PL 12" X 6" (TYP.)BAR 134" X 134" X 10"

PLS 38" X 5" X 512"

6" (TYP.)

1"%%c DRAIN HOLES

IN TOP & BOTTOM

GIRDERS (TYP.)

PL 58"

SKIN PL 516"

PL 12"

PL 58" X 1234"

(BEYOND)

ASECTION

SCALE: 1/2"=1’-0"

A

A

23 SPACES @ 1’-6" = 34’-6"8 5/8 "

38’-6 1/8 "

GATE POST

(W24x192 + 2-34" THK. PLATES)

MITER SEAL

SCALE: 1/2"=1’-0"

FLOOD SIDE ELEVATION

LAKE TERRACE GATE LEFT LEAF

NOTES:

1. PLATES FOR LATCHING AND CLOSING

LINKS ARE NOT SHOWN FOR CLARITY.

2. FOR STRUCTURAL STEEL NOTES SEE

SHEET G-005.

B SECTION

SCALE: 1/2"=1’-0"

2’ 4’0 1’

SCALE:1/2"=1’-0"

2 1/2" TIE ROD (TYP.)

#7 CLEVIS W/ 2 1/2"%%c PIN (TYP.)

SCREW JACK

SEAL DETAILS

(SEE SHEET S-409)

TOP OF SEAL PL

TOP OF SLAB EL VARIES

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D

2 3

C

4 5

A

B

D A

T E

S

IZ

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S U

B M

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B Y

P L

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A L

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P L

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D A

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P l a n s D

G N s

S d g n fi

US Army Corps of Engineers

A P

P R

D

A T

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C R

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M A

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A P

P R

D

A T

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C R

IP

T

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M A

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SHEET

IDENTIFICATION

L A

K E

P O

N T

C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

E

B A

N K

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A N

S C

A N

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B A

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L O

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M e ta ir ie

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IN

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F F

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N E

W O

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L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-405

.A

X X

X S

D C

I

II

L A

K E

T E

R R

A C

E G

A T

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E A

F

R

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H T

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A T

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N

S A

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D E

T A

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S

C /L

W

’-2

/8

/8

37’-9 5/8 "

1’-5 1/8 "1’-1"

6" (TYP.)

23 SPACES @ 1’-6" = 34’-6" 8 5/8 "

38’-6 1/8 "

BB

/2

38’-4"

1’-1" 24 SPACES @ 1’-6" = 36’-0" 1’-3"

S-405

S-406

S-405

S-406

S-405

S-408

S-405

S-408

S-405

S-407

S-405

S-405

S-407

S-405

S-407

S-408

S-405

S-407

A

A

W24

W24

T.O. GATE EL. 18.5

C/L W24

C/L W24

/2

PL 58"

SKIN PL 516"

PL 12"

ASECTION

SCALE: 1/2"=1’-0"

PL 58" X 1234"

(BEYOND)

W24X192

STANDARD TURN

BUCKLE (TYP.)

W24X192 SKIN PL 516"

PL 12" X 6" (TYP.) PL 58" X 2’-1" (TYP.)

PL 58" X 1234" (TYP.)

PL 34" X 6"

PL 2" X 2’-278"

PLS 38" X 5" X 512"

W24x192GATE POST

PL 58" X 1234" (TYP.) PL 58" X 2’-1" (TYP.)

PL 12" X 6" (TYP.)

1"%%c DRAIN HOLES

IN TOP & BOTTOM

GIRDERS (TYP.)

SKIN PL 516"

BAR 134" X 134" X 10"

MITER SEAL

PL 2" X 2’-278"

PL 34" X 6"

SCALE: 1/2"=1’-0"

FLOOD SIDE ELEVATION

LAKE TERRACE GATE RIGHT LEAF

NOTES:

1. PLATES FOR LATCHING AND CLOSING

LINKS ARE NOT SHOWN FOR CLARITY.

2. FOR STRUCTURAL STEEL NOTES SEE

SHEET G-005.

B SECTION

SCALE: 1/2"=1’-0"

GATE POST

(W24X192 + 2 - 34" THK. PLATES)

2’ 4’0 1’

SCALE:1/2"=1’-0"

SCREW JACK

#7 CLEVIS W/ 2 1/2"%%c PIN (TYP.)

2 1/2"%%c TIE ROD

(TYP.)

SEAL DETAILS

(SEE SHEET S-409)

TOP OF SLAB EL VARIES

TOP OF SEAL PL

F

IL

E N

A M

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D W

N B

Y

C K

D B

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D E

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A P

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SHEET

IDENTIFICATION

L A

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P O

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C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

E

B A

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A N

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Hurricane Protection

Office

A P

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G A

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(S H

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FLG. TO

SKIN PL

S-405

S-406

DETAIL

SCALE: 3" = 1’-0"

ELEVATION SECTION

S-405

S-406

DETAIL

SCALE: 3" = 1’-0"

ELEVATION SECTION

S-404

S-406

S-404

S-406

W24X192

W24X192

1/4

1/4

1/4

FITTED

L8X8X1/2

SKIN PL 516"

PL 34" X 6"

PL 2" X 2’-278"

PL 34" X 6"

PL 34" X 6"

1/4 1/4

1/4

SKIN PL 516"

1/4

1/4

PL 58" X 1234"

PL 34" X 6"

W24X192

PL 2" X 2’-278"

SECTION

BAR 134" X 134" X 10"

1/4

1/4

1/4

1/4

END PL 2" X 2’-278"

1/4

BAR 134" X 1 34" X 10"

PL 58" X 12 34"

FLG. TO

SKIN PL

END PL

TO W24

PL 58" X 1234"

BAR 134" X 134" X 10"

BAR 134" X 134" X 10"

END PL 2"

PL 58" X 12 34"

1/4

1/4

5/16

5/16 END PL TO

W24 (TYP.)

G

G

SKIN PL 516"

1/4

1/4

W24 TO

INTERCOSTAL PL

W24 TO

INTERCOSTAL PL

1’-114"

112"

858"

SCALE: 3"=1’

3" 6" 9" 12"

1’-34"

PL 2" X 2’-278"

L8X8X1/2

PL 34" X 6" PL 58" X 1234"

W24X192

1/4

BAR 1 34" X 1 34" X 10"

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

2 1/2"%%c TIE-ROD

PL 8"X8"X1"

R 4"

31116" PL 8"X8"X1"

MITER SEAL

(DETAILS SEE

SHEET S-411)

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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S-407

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PLAN

S-405

S-407

DETAIL

SCALE: 3" = 1’-0"

S-404

S-407

W24X192

SKIN PL

W24X192

W24X192

SKIN PL

S-405

S-407

DETAIL

SCALE: 3" = 1’-0"

S-404

S-407

ELEVATIONSECTION

W24X192

C/L TOP HINGE

W24X192

3/8

3/8

PL 34"

PL 34"

3/8

3/8

ELEVATION SECTION

S-405

S-407

DETAIL

SCALE: 3" = 1’-0"

S-404

S-407

1/4

S-405

S-407

DETAIL

S-404

S-407

SIMILAR

1/4

W24X192

1/4

1/4

FLG. TO

SKIN PL

W24X192

34" PL

34" PL34" PL

PL 58" X 12 34"

1/4

1/4

PL 58" X 12 34"

SKIN PL

(BEYOND)

3/8

3/8

3/8

3/8

1/4

1’-034"

2’-112"

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

12" 12"438" 838" 838" 438"

12" 1’-1" 12"

CAP PL 12" X 14" X 2’-212"

C/L TOP HINGE

EL. 26.96

3/8

3/8

34" PL

34" PL

W24X192 W24X192

FLANGE

TO 34" PL

FLANGE

TO 34" PL

FLANGE

TO 34" PL

FLANGE

TO 34" PL

FLANGE TO

FLANGE

FLANGE TO

FLANGE

3/8

3/8

SCALE: 3"=1’

3" 6" 9" 12"

TOP HINGE

8"

4"

R 4"

NOTE:

1. PROVIDE 2-#7 CLEVISES W/ 2 1/2"%%c PINS.

(NOT SHOWN FOR CLARITY)

PL 8" X 1’-534" X 1"

STIFFNER

538" X 2’-10" X 12"

PL 8" X 1’-534" X 1"

STIFFNER PLS

538" X 2’-10" X 12"

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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SECTION ELEVATION

PLAN

S-405

S-408

DETAIL

SCALE: 3" = 1’-0"

S-404

S-408

W24X192

SKIN PL

SKIN PL

W24X192

ELEVATION SECTION

S-405

S-408

DETAIL

SCALE: 3" = 1’-0"

S-404

S-408

SKIN PL

W24X192

1/4

1/4

1/4

1/4

FITTED L8X8X1/2

FLG. TO

SKIN PL

1/4

1/4

PL 12" X 6"

1/4

FITTED L8X8X1/2

PL 12" X 6"

ELEVATION SECTION

S-405

S-408

DETAIL

SCALE: 3" = 1’-0"

S-404

S-408

W24X192

PL 12" X 6"

PL 58"

SKIN PL 516"

PL 12" X 6"

W24X192

SKIN PL 516"

1/4

PL 58" X 2’-1"

PL 58" X 2’-1"

PL 58" X 2’-1"

1/4 1/4SKIN PL TO

STIFFNER PL

1/4

SKIN PL

FLANGE TO

FLANGE

34" PL

FLANGE

TO 34" PL

FLANGE

TO 34" PL

W24X192

W24X192

34" PL

FLANGE

TO 34" PL

FLANGE TO

FLANGE

FLANGE

TO 34" PL

W24X192

PL 34" PL 34"

PL 34"

914" 312" 312" 914"

FLANGE TO

FLANGE

6 HOLES 1516" %%c

(PL 34", W24 WEB & PL 34")

W24X192

(GATE POST)

STIFFNERS

PL 12" X 5 38" X 2’-0"

SCALE: 3"=1’

3" 6" 9" 12"

2 1/2"%%c ROD

R

PL 8"X8"X1"

31116" 1’-34"

C/L 2 5/8 "%%c HOLE

STIFFNERS IN GATE POST

PL 538" X 2’-0" X 12"

PL 8" X 8" X 1"

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US Army Corps of Engineers

Hurricane Protection

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A P

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APPROX.

OPTIONAL SPLICE

FACTORY VULCANIZED

SPLICE

BACK OF

VERTICAL

SEAL

FACTORY VULCANIZED

MITER SPLICE JOINT

FULL MOLDED VERTICAL

OUTSIDE BULB CORNER

C.R.S.1’’ 1’’

2’’

SKIN PL

W24x192

L8X8X1/2

9/16’’ x 1 1/2’’ VERTICAL SLOTTED

HOLES IN BEAM FLANGE AND SKIN PL

TACK WELD

1/8

BOTTOM SEAL

W24X192

BOTTOM SEAL

SEAL RETAINING BAR

2 X 5/16, C.R.S. SEE

DETAIL.

SIDE SEAL TO TOP

OF GATE

5"

SKIN PL

W24

L8X8X1/2

SKIN PL

BOTTOM SEAL

W24 FLANGE

2’’

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SKIN PL

SIDE SEAL

GATE POST

12" %%c X 6" WELDED

ANCHORS, 12" O.C.

VERTICAL SEAL

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

SIDE SEAL (DEFLECTED 18")

312"

SKIN PL

W24X192 PL 34" PL 34"

SEAL RETAINING BAR

2" X 5#16", C.R.S. R 58"

12" %%c BOLTS W/

WASHERS, 12"

O.C., C.R.S.

512" 412"

SEE NOTE "A"

2"

58"

SKIN PL 516"

A A

B

B

SCALE: 3" = 1’-0"

HINGE END ELEVATION

SCALE: 6" = 1’-0"

SIDE SEAL IN CLOSED POSITION

1DETAIL

END OF L8X8X1/2

SCALE: N.T.S.

2DETAIL

A

SCALE: 3" = 1’-0"

SECTION

TYPICAL GATE SEAL

SCALE: N.T.S.

SEAL RETAINING BAR

SCALE: 1’ = 1’-0"

B

SCALE: 3" = 1’-0"

SECTION

BOTTOM SEAL DETAIL

NOTE "A"

PROVIDE 9/16’’ X 1 1/2’’ VERTICAL SLOTTED

HOLES IN BEAM FLANGE AND SKIN PL.

COPE END OF ANGLE,

SEE DETAIL 2 ON THIS

SHEET

SCALE: 3"=1’

3" 6" 9" 12"

12"%%c X 214" BOLTS, 12" O.C., C.R.S.

SEAL RETAINING BAR

2 X 516", C.R.S.

12"%%c BOLTS W/ WASHERS, 12" O.C., C.R.S.

12"

12"%%c X 214" BOLTS, 12’’

O.C., C.R.S.

12"%%c X 312" BOLTS W/

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

SEAL RETAINING BAR,

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

916" X 112"

SLOTTED HOLES

12’’%%c X 312" BOLTS W/

WASHERS,

12’’ O.C., C.R.S.

12" X 214" BOLTS

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

NOTE:

1. SEAL SET FOR 1/8’’ DEFLECTION.

112"

134’’%%c

516’’R

312"534"

414"

916"%%c HOLES, FOR 12"%%c BOLTS

516" R

112"

916"%%c HOLE 10"

TRIM THIS END EVEN

WITH OUTER EDGE OF

GATE’S END PLATE

AFTER MITER SEAL IS

INSTALLED.

NOTES:

1. DETAILS SHOWN IN THIS DRAWING ARE SIMILAR FOR

BOTH GATE LEAVES.

2. FOR GENERAL NOTES SEE DWGS. G-005.

3. ALL SPLICES WILL BE MADE IN HEAVY STEEL PRESS

TYPE MOLDS UNDER PRESSURE AND HEAT.

4. ALL SPLICE MOLDS MUST DEVELOP STRENGTH OF AT

LEAST 50% OF THE MINIMUM TENSILE STRENGTH

REQUIRED OF THE RUBBER.

5. SEAL ANGLE SHALL BE PAINTED ON ALL SIDES PRIOR

TO ASSEMBLY.

6. 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.

516 FITTED PL

516 FITTED PL

SLOTTED HOLE

9/16"x1 1/2"

12"%%c BOLTS W/ WASHERS, 12’’ O.C., C.R.S.

F

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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IL

S-410

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L A

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"J"-BULB SEAL

W24x192

SKIN PL

C /L

W

/4

1 1/2 " 1 1/2 "

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L8X8X1/2

W24

SKIN PL

MITER SEAL

TRIM MITER SEAL TO

MEET "J" BULB SEAL.

"J" BULB

SEAL PL

END PL @ MITER

END PL

/4

2 3/8 "

L8X8X1/2

SEE DETAIL 1

NOTE:

1. DETAILS ARE SIMILAR FOR RIGHT

AND LEFT GATE LEAVES.

2’-2 7/8 "

E

Q U

A L

S P

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/4

M

IT

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9"

C/L MITER BLOCK SEAL BOLTS

T.O. GATE EL. 18.5

SKIN PL

SEAL PL

A S-410

S-411

C

A S-410

S-411

B S-410

S-411

B S-410

S-411

C

C SECTION

SCALE: 3" = 1’-0"

1DETAIL

SCALE: 3" = 1’-0"

SCALE: 3" = 1’-0"

END PLAND MITER SEAL @ MITER POINT

SCALE: 3"=1’

3" 6" 9" 12"

/4

L8X8X1/2

12"%%c X 138" HEX HEAD

CAP SCREWS C.R.S. (TYP.)

SEE SHEET S-411

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

118" THICK MITER SEAL

(SEAL SET FOR 1/8" DEFLECTION)

GATE SCREW JACK NOT

SHOWN FOR CLARITY

F

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C T

N o

N

C a u se w a y

B lv d

S u it e

M e ta ir ie

L o u is ia n a

(5

-6

U

S

A R

M Y

E N

G

IN

E E

R D

IS

T

R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S

H U

R R

IC

A

N E

P R

O T

E C

T

IO

N O

F F

IC

E

N E

W O

R L

E A

N S

L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-411

.A

X X

X S

D C

I

II

L

A K

E T

E R

R A

C E

G A

T E

S E

A L

D E

T A

IL

S

(S H

E E

T

O F

END PL 2"

PL 1/8"

SKIN PLATE 3/8

W24

C/L MITER SEAL

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

PL 1/8"

W24

C/L MITER SEAL

PL 3/4"

END PL 2"

EPOXY PL TO

RUBBER SEAL

C/L "J" BULB SEAL

SEAL RETAINING BAR 2"x5/16"

L 8x8x1/2"

SKIN PL

EPOXY PL TO

RUBBER SEAL

TRIM "J" BULB SEAL EVEN

WITH THIS EDGE OF PL AFTER

SEAL IS INSTALLED.

MITER BLOCK SEAL

(MOLDED RUBBER OR

APPROVED MATERIAL)

(40 DUROMETER HARDNESS)

(40 DUROMETER HARDNESS)

1 3/8"

12"%%c x 1 38" HEX HEAD

CAP SCREW, C.R.S.

3/8"

DRILL AND TAP

THROUGH END

PLATE (TYP.)

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.)

PL 3/4"

1134"

2’-278"

112"

34"

578"

112" 34"

112" 834"

1134"

9"

2’-278"

112"34"

578"

34"

.5

0% d

78"

716"

9"

112" 834"

" 112"

"1

18.44%%d

A

SECTION S-410

S-411

SCALE: 6" = 1’-0"

B

SECTION S-410

S-411

SCALE: 6" = 1’-0"

MITER SEAL BOLT

SCALE: 6" = 1’-0"

SCALE: 6"=1’

3" 4"2"1"

FACE OF BOTTOM

W24X192

(PROTECTED SIDE)

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.)

BOTTOM MITER BLOCK SEAL

(MOLDER RUBBER OR APPROVED EQUAL)

118" THICK 1134" WIDE X 13’-11" LONG TO

BE TRIMMED IN FIELD AFTER FINAL

ADJUSTMENT OF MITER GATE.

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-410. (TYP.)

NOTES:

1. DETAILS SHOWN ON THIS SHEET ARE

TYPICAL FOR BOTH GATE LEAVES.

2. MITER SEAL SET FOR 14" DEFLECTION.

F

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SHEET

IDENTIFICATION

L A

K E

P O

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C H

A R

T R

A

IN

A N

D V

IC

IN

IT

Y

E

B A

N K

O R

L E

A N

S C

A N

A L

T O

W B

A N

K L

O N

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A N

A L

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L E

A N

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A R

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IS

IA

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S

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B lv d

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M e ta ir ie

L o u is ia n a

(5

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U S

A

R M

Y E

N G

IN

E

E R

D

IS

T R

IC

T

C O

R P

S O

F E

N G

IN

E

E R

S

H U

R R

IC

A

N E

P R

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E C

T

IO

N O

F F

IC

E

N E

W O

R L

E A

N S

L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-412

.A

X X

X

4S D

C I

II

L A

K E

T E

R R

A C

E G

A T

E H

IN

G

E D

E T

A

IL

S

3/8

3/8

5/16

5/16

68’-0"

GATE OPENING

VERTICAL SEAL

PL 12 X 4, C.R.S.

12 %%c X 6" WELDED

ANCHORS, 12" O.C.

PL 2"

PL 1"

R512"

PL 1"

C/L HINGE

GATE IN STORAGE POSITION

PL 1 58"

PL 1" X 3" X 1’-11 34"

SHIMS MK 17

2 SHOWN IN PLACE

A S-412

S-414

AS

-4

S -4

SCALE: 3" = 1’-0"

2’-03 8"

3’-0"

L4X4X3/8

C /L

H

IN

G E

NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART

NUMBER FOR HINGE. SEE SHEET S-422.

2. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

3. GATE SEALS NOT SHOWN FOR CLARITY.

SEE SEAL DETAILS.

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

PLAN

LEFT TOP HINGE DETAIL

F

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US Army Corps of Engineers

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IDENTIFICATION

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E A

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C A

N A

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A N

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S

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G

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B lv d

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M e ta ir ie

L o u is ia n a

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U

S

A R

M Y

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G

IN

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R D

IS

T

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T

C O

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F E

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IN

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S

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R R

IC

A

N E

P R

O T

E C

T

IO

N O

F F

IC

E

N E

W O

R L

E A

N S

L

A

H S

D R

R S

F L

O O

D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-413

.A

X X

X

4S D

C I

II

L A

K E

T E

R R

A C

E G

A T

E H

IN

G

E D

E T

A

IL

S

SCALE: 3" = 1’-0"

PL 2"

3/8

5/16

5/16

3/8

SCALE: 3"=1’

3" 6" 9" 12"

68’-0"

GATE OPENING

L4X4X3/8

VERTICAL SEAL

PL 12 X 4, C.R.S.

12" %%c X 6" WELDED

ANCHORS, 12" O.C.

A S-413S-414

C /L

H

IN

G E

A S-413S-414

PL 2"

PL 2"

C/L HINGE

GATE IN STORAGE POSITION

SHIMS MK 17

2 SHOWN IN PLACE

PL 158"

PL 1"X3"X1’-11 34"

214"1"

R538"

(S H

E E

T

O F

NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART

NUMBER FOR HINGE. SEE SHEET S-422.

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

F

IL

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4 5

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D A

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US Army Corps of Engineers

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IDENTIFICATION

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C O

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F F

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W O

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L

A

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D R

R S

F L

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D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-414

.A

X X

X

L A

K E

T E

R R

A C

E G

A T

E H

IN

G

E D

E T

A

IL

S 4S

D C

I

II

C/L HINGE

NOTE:

1. ALL HINGE PLATES AND MISC.

PLATES ASTM A-572, Gr. 50.

SCALE: 3" = 1’-0"

RIGHT AND LEFT HINGE DETAIL

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

PL 1" X 358"

B S-414

S-415

B S-414

S-415

C S-414

S-415

PL 2"

GATE POST C

S-414

S-415

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

A S-412

S-414

A S-413

S-414

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

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D B

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2 3

C

4 5

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B

D A

T E

S

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A N

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S d g n fi

US Army Corps of Engineers

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P R

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A T

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C R

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A P

P R

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A T

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SHEET

IDENTIFICATION

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K E

P O

N T

C H

A R

T R

A

IN

A N

D V

IC

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IT

Y

E

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L E

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L

G A

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S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-415

.A

X X

X

L A

K E

T E

R R

A C

E G

A T

E H

IN

G

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E T

A

IL

S 4S

D C

I

II

/2

/8

/8

/2

5 1/4" 6 3/8" 6 3/8" 5 1/4" 1 5/16"x 2 3/4" SLOTTED

HOLE (TYP.)

PL 1 5/8"

PL 1"

5/16

5/16

TYP.

PL 3/4x4

PL 3/4x2

/4

/4

/4

1"

1"

/4

3/8" 3/4"

1 1/2"

1’-6"

1’-8 1/4"

1’-11 1/4"

3/8"3/4"

1 1/2"

3/8

3/8

TYP.

1/2

1/2

C/L HINGE

SHEAR LUG PL 1" (BEYOND)

PL 1"

PL 1" X 358"

TYP.

1/2

PL 2"

PL 1"

838" 838"

11316" X 334" SLOTTED

HOLE (TYP.)

318" 838" 838" 318"

1’-11"

2’-112"

CAP PL 12" X 1’-2" X 2’-212"

A

SECTION S-413

S-415

SCALE: 3" = 1’-0"

C

SECTION S-414

S-415

SCALE: 3" = 1’-0"

193/8

PL 1"

PL 158"

158"158"

PL 1"

12 6 4

GATE POST

B

SECTION S-414

S-415

SCALE: 3" = 1’-0"

GATE POST

C /L

H

IN

G E

3/8

TYP.

NOTES:

1. 18 NUMBER INSIDE CIRCLE DENOTES PART NUMBER

FOR HINGE. SEE SHEET S-420, S-421 AND S-422.

2. MARK NUMBERS 1 THRU 9 NOT DETAILED. SEE

TABLE ON SHEET S-422 FOR DESCRIPTION.

3. PRETENSION THE ANCHOR BOLTS TO 15 KIPS AND

DO NOT PAINT FAYING SURFACES.

4. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

1116"

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

F

IL

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A M

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Y

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US Army Corps of Engineers

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L

A

H S

D R

R S

F L

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D W

A L

L

G A

T E

S

L P

V

.1 A

US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-416

.A

X X

X

L A

K E

T E

R R

A C

E G

A T

E H

IN

G

E D

E T

A

IL

S 4S

D C

I

II

TYPICAL BOTTOM HINGE

SCALE: 3" = 1’-0"

d

FACE OF PILASTER

LIMITS OF

HINGE RECESS

1’-53 4"

1’-73 4"

C /L

H

IN

G E

W

X

BASE PLATE, MK

MK

BEARING

PEDESTAL

3’-0"

L4X4X3/8

NOTES:

1. 15 AND 16 NUMBERS INSIDE CIRCLES DENOTE PART

NUMBER FOR HINGE. SEE SHEET S-420, S-421 AND S-422.

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

2. GATE SEALS NOT SHOWN FOR CLARITY

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

STIFFNER PLS

IN GATE POST

538" X 2’-0" X 12"

68’-0" GATE OPENING

F

IL

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Y

D E

S

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D

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4 5

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B

D A

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S

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US Army Corps of Engineers

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M A

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IDENTIFICATION

L A

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IN

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IN

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US Army Corps of Engineers

Hurricane Protection

Office

A P

R

IL

S-417

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A .A

L A

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A C

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A T

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S 4S

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TYPICAL BOTTOM HINGE

SCALE: 3" = 1’-0"

MK

BEARING

PEDESTAL

NOTES:

1. 15 AND 16 NUMBERS INSIDE CIRCLES DENOTE PART

NUMBER FOR HINGE. SEE SHEET S-420, S-421 AND S-422.

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

2. GATE SEALS NOT SHOWN FOR CLARITY 0

SCALE: 3"=1’

3" 6" 9" 12"

FACE OF PILASTER

L4X4X3/8

C /L

H

IN

G E

W

X

LIMITS OF

HINGE RECESS

BASE PLATE, MK

1’-278"

618"

258"

1118"

1118"

312"

1’-778"

1’-258"

90%%d

90%%d

(S H

E E

T

O F

68’-0" GATE OPENING

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US Army Corps of Engineers

Hurricane Protection

Office

A P

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IL

S-418

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L A

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3/8

3/8

1/2

1/2

3/8

138"

D S-418

S-419

D S-418

S-419

C S-418

S-419

C S-418

S-419

2"

1" 1’-4"

P

R O

4" NON-SHRINK GROUT

(BASE PLATE MK 15 TO BE SET

WITH SHIMS AND GROUTED IN

BEFORE GATE INSTALLSTION)

T.O. SLAB

EL. VARIES

"3

1510 9

PILASTER

W24X192

6" LONG 114" %%c HEAVY HEX BOLTS

(MAT’L. A193 CLASS 2 GRADE B8M)

SCALE: 3" = 1’-0"

TYPICAL BOTTOM HINGE

ELEVATION

(BOTTOM SEAL NOT SHOWN FOR CLARITY)

PLS 12"X538"X2’-0"

FACE OF

PILASTER

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

NOTES:

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

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-419

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L A

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1/2

1/2

(TYP.)

5 16

2’-10"

LEVELING SCREW

(ANCHOR BOLT BEYOND)

4" NON SHRINK GROUT BASE PL. MK 15

TO BE SET WITH LEVELING SCREWS AND

GROUTED IN BEFORE GATE INSTALLATION

PILASTER

8 14

GREASE FITTING

(18" N.P.T. TYPE,

DRILL & TAP TO SUIT)

PL 34"

C /L

W

X

1’-6"

GATE POST

PL 2"X2’-112"X1’-10"

312" 312"34" 34"

534" 614" 614" 534"

2’-112"

SKIN PL 516"

D

SECTION S-418

S-419

SCALE: 3" = 1’-0"

LEVELING SCREW

(TYP.) C/L HINGE

PL 34"

SKIN PL 516"

C

SECTION S-418

S-419

SCALE: 3" = 1’-0"

W24X192

NOTE:

1. HINGE RECESS NOT SHOWN FOR CLARITY.

SCALE: 3"=1’

3" 6" 9" 12"

(S H

E E

T

O F

NOTES:

1. 10 NUMBER INSIDE CIRCLE DENOTES PART

NUMBER FOR HINGE, SEE SHEET S-422.

2. ALL HINGE PLATES AND MISC. PLATES ASTM

A-572, Gr. 50.

F

IL

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US Army Corps of Engineers

Hurricane Protection

Office

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