A22_-_W912P8-16-B-0026_Drawing_Pages_36_-_52.pdf

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GENERAL NOTES:

1. FOR ADDITIONAL STEEL NOTES SEE

SHEET G-004.

SECTION

3/4"=1'-0"

SECTION

C

SECTION

B

A

S-303

S-303

S-508

S-508

S-503

W18

SIDE

SEAL

5/16" SKIN PLATE

GATE SEAL

OPERATOR

(ABOVE)

SIDE

SEAL

LATCHING

DEVICE

CONCRETE

SILL

STOP BAR

(TYP)

C/L HINGE & PIER

W A

L L

S

IL

L

C /L P

IE

R

11"

1'-5" 1'-5"

(T Y

P

FLOOD

SIDE

PROTECTED

SIDE

1'-9"

5 1/2 "

25'-8" SILL

24'-5 1/2 " 9"

7 SPACES @ 2'-6" = 17'-6"

1'-5"1'-5"

C/L PIER & LATCH

20'-0"

CLEAR

22'-10"

8" 8"

NOTE:

FOR ADDITIONAL

INFORMATION SEE SHEET

S-502 DETAIL "3"

T/PILE CAP

EL. 21.10'

T/SILL

EL. 22.60'

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

W18x50

STIFF PL 3/8

W18x50

SKIN PLATE

EL. 26.80'

PROTECTED

SIDE

FLOOD

SIDE

C/L HINGE &

TIE ROD

/4

2'-0"

SCREW JACK

NOTE:

FOR ADDITIONAL

INFORMATION SEE SHEET

S-502 DETAIL "2" (TIE ROD

NOT SHOWN)

T/PILE CAP

EL. 21.10'

T/SILL

EL. 22.60'

PL 1/2

SIDE PL

SKIN PL

PL 1/2

STOP BAR (TYP)

EL. 26.80'

T/PIER

EL. 27.80'

C/L HINGE & TIE

ROD

PROTECTED

SIDE

FLOOD

SIDE

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

2'-0"

/4

C/L W18x50

C/L W18x50

3/8" PL (TYP)

3/8" X 6" PLATE AND 3/8"

STIFF PLATE (TYP)

2'-0" 3/8" X 6" PL

11 1/4"

/4

(TYP 5) (CENTERED

BETWEEN STIFF PL)

BOTH GIRDERS

1 1/4" TIE ROD

#3 CLEVISE

6" X 6" X 1/2"

PAD EYE

4" X 1/2"

SIDE PL

PAD EYE

FLOOD SIDE ELEVATION

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

FOR LOWER

HINGE SEE

SHEET S-504

W18x50

W18x50

FOR UPPER

HINGE SEE

SHEET S-505

A

C

1 1/4" DIA TIE ROD

W/STD TURNBUCKLE

GATE SEAL

OPERATOR

(BEYOND)

T/PILE CAP

EL. 21.10'

T/SILL EL. 22.60'

T/WALL EL. 26.80'

T/PIER EL. 27.80'

/4

B

/8 P

L

/8 P

L S

T

IF

F

/8 P

L

/8 P

L

/8 P

L

/8 P

L S

T

IF

F

/8 P

L S

T

IF

F

/8 P

L S

T

IF

F

NOTE:

PLATES ARE 3/8" X 6" (TYP)

1/2" X 4"

SIDE PL

1/2" X 4"

SIDE PL

6" X 6" X 1/2" PAD EYE (TYP)

#3 CLEVISE NOT SHOWN

S-302

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NOTES:

1. HANDWHEEL OPERATED BENCH STAND: RODNEY HUNT CO.

2. FABRICATE THREADED ROD TO MATCH BENCH STAND

3. TRIM W18 FLANGE TIP.

4. BOLTS, NUTS AND WASHERS SIZED TO MATCH BENCH STAND

(C.R.S.). AFTER INSTALLATION TACK WELD NUT TO BOLT

5. FOR ADDITIONAL NOTES STEEL NOTES SEE G-004

A S-302

A SIM

S-302

1'-5"

3"\X(TYP)

PROTECTED SIDE ELEVATION

S-508

T/PILE CAP

EL. 21.10'

T/SILL EL. 22.60'

T/WALL EL. 26.80'

T/PIER EL. 27.80'

SIDE SEAL

SEAL

RETAINER

BAR

SEAL RETAINER PLATE BOLTS @ 12" OC

/2

C /L

W x

C/L PIER & LATCH

1'-0"

FACE OF PIER

C/L 3/8" FASCIA STIFF

PLATE (TYP. 6 PLACES)

(SEE DETAIL "2")

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

NOTE:

FOR SEAL AND ADDITIONAL

INFORMATION NOT CALLED OUT, SEE

SHEET S-508 & S-509.

FASCIA PLATE BOLTS @ 6" OC

BOTTOM SEAL

SKIN PLATE

FASCIA

PLATE

GATE SEAL

OPERATOR

FACE OF PIER

SEAL

RETAINER

BAR

SIDE SEAL

END PLATE

OPP.

HAND

OPP.

HAND

NOTE:

HINGE NOT SHOWN.

C/L HINGE & PIER

"8 51 10"

4 3/8 " 6"

19'-11 1/4 "

18'-0" 1 5/8 " 10"

/2

(T

Y P E

A E

N D

-E

Q S

P A

C E

S

-1 /4

/2

1'-0" 1'-5"GATE SEAL OPERATORS - 3 SPACES @ 6'-0" = 18'-0"

20'-0" CLEAR

(TYP.)

DETAIL

SEAL

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

T/SILL

EL. 22.60

3/8" STIFF

PLATE

PLATE

1/2"x1'-2" 1 3/4 "

1"

4 5/8 "

SEAL RETAINER

BAR

PLATE

1/2"x5"

/4 "4 1/2 "

/2

C/L W18

/4

C/L W18

SKIN PLATE

1 3/8 "

2 5/8 "

4"

PROTECTED SIDE FLOOD SIDE

C/L GATE SEAL

OPERATOR

4 1/2 " 4 1/2 "

1 3/8 "

1" PLATE

T/WALL

EL. 26.80

/8 (T

Y P

/8

/8

3/8" STIFF PLATE

SEAL (TYP)

1" PLATE

"8

/4

C/L GATE SEAL

OPERATOR

PLATE 1"x8"x0'-11" W/1

3/8" STIFF PLATE

SKIN PLATE

T/WALL

EL. 26.80'

C/L W18

5 1/2 " 5 1/2 "

11"

2 1/2 "

2 1/2 "

3"

3"

PLATE 1"x4"x0'-6"

(TYP 2 PLACES)

FASCIA PLATE

FASCIA PLATE

BOLT

3/8" STIFF PLATE

6" 6"

/2

C/L W18

FASCIA PLATE

BOTTOM SEAL

SEAL RETAINER BAR

SEAL RETAINER BOLT

TYP

SEE NOTE 1

SEE NOTE 4

SEE NOTE 2

SEE NOTE 3

SEE NOTE 1

SEE NOTE 4

SEE NOTE 2

SEE NOTE 3

DETAIL

3" = 1'-0"

NOTE:

FASCIA PLATE AND STIFF.

PLATE MATERIAL C.R.S

SEAL

SEAL RETAINER

BAR

BOTTOM SEAL

SEAL RETAINER

BOLT

FASCIA PL 1/2"

C/L W18

SEAL RETAINER

BAR

1/2" HORIZ

FASCIA PLATE

5/8" SLOTTED HOLE

C/L FASCIA PLATE

(C.R.S.)

C/L 3/8" STIFF PL

(TYP 6 PLACES)

VERTICAL

FASCIA PLATE3"

PROTECTED SIDE FLOOD SIDE

SKIN PLATE

3/8" STIFF PL

S L

O T S /8

W

ID

E

1 1/2 "

1"

1 3/4 "

1"

5"

1 1/2 "

1"

2 1/2 "

/4

/2

/2

/4

/2

/8

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BOTTOM OF

BASE SLAB

UNCAPPED SHEET PILING T-WALL

TOP OF T-WALL

NOTE:

FOR ELEVATIONS,

SEE PROFILE

" = 1'- 0''2

SCALE:

FLOOD SIDE ELEVATION

I-WALL TO T-WALL

T-WALL

11''

SCALE: 1'' = 1'- 0''

PROTECTED SIDE

FLOOD SIDE

UNCAPPED SHEET PILING

T-WALL

11''

SCALE: 1'' = 1'- 0''

PROTECTED SIDE

FLOOD SIDE

UNCAPPED SHEET PILING

C/L UNCAPPED SHEET PILING

C/L T-WALL STEM

C/L UNCAPPED SHEET PILING

C/L T-WALL STEM

TOP OF BASE SLAB

8''

8''

PILING CUT-OFF

C/L SHEET

CUT TO FIT SHEET PILE

18 GAGE SHEET METAL,

18 GAGE SHEET METAL CAP

18 GAGE SHEET METAL

SHEET PILE SLIP JOINT

TOP OF SHEET PILING

BOTTOM OF STABILIZATION SLAB

SHEET PILE INTERLOCKS

STEEL AT SLIP JOINT

STOP BOTTOM REINFORCING

T-WALL BASE SLAB

MEETING FEDERAL SPEC. SS-S-21OA

PACKED WITH PLASTIC SEALANT

SHEET PILING SLIP JOINT

PZ-22 (TYP.)

2, #6 U-BARS, 6" O.C.

CUT TO FIT SHEET PILE

18 GAGE SHEET METAL,

PZ-22 (TYP.)

MEETING FEDERAL SPEC. SS-S-21OA

PACKED WITH PLASTIC SEALANT

SHEET PILING SLIP JOINT

6" O.C.

2, #6 U-BARS,

SEE NOTE 1

SPECIAL CONNECTION

CENTERLINE OF SHEET PILE.

1. SPECIAL SHEET PILE CONNECTOR TO BE PLACED IN SLIP JOINT

NOTE:

SECTION

A

SECTION

B

OF PARKING LOT

TO BE 6" BELOW BASE

TOP OF SHEET PILING

B

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SEE DETAIL

THREE-BULB WATERSTOP,

0 1' 2' 3'

SCALE:3/4"=1'

SCALE: 3"=1'

3" 6" 9" 12"

D

D/2D/2

T -W

A L L

T -W

A L L

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

'' PREFORMED2

EXPANSION JOINT

THREE-BULB WATERSTOP

9''

'' R4

'' R4

'' Ø2

1'' Ø

'' Ø4

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

DETAIL

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

B

C

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

SECTION

ALIGNED WITH THE WALL JOINT

SHEETPILE INTERLOCK

UNALIGNED WITH THE WALL JOINT

SHEETPILE INTERLOCK

TO PLATE

SHEET PILE

M

O N

O L

IT

H J

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T

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H J

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IN

T

1" (MIN.)

"2

OVERSIZED WASHERS (TYP)

" Ø C.R.S. BOLTS W/8

SECTION

N.T.S.

D

5"

D

D/2D/2 '' D/2 D/2

D 9

C.J.

'' = 1'- 0''4

3SCALE:

FLOOD SIDE PROTECTED SIDE

TYPICAL T-WALL JOINT

A

12"

MIN.

6" R

WATERSTOP

THREE-BULB

(TYPICAL)

WATER STOP MATERIAL

WITH HYDROPHILIC

MINIMUM DEPTH OF 3"

PACK VOID TO A

C/L SHEET PILING

4" STABILIZATION SLAB

SEE DETAIL 1

ELASTOMETIC JOINT SEALANT (TYP)

" PREFORMED2

EXPANSION JOINT

" (TYP)2

1 " (T

Y P

(T

Y P

" (MIN.)2

N.T.S.

(TYP)

OVERSIZED WASHERS

" Ø C.R.S. BOLTS W/8

OVERSIZED WASHERS (TYP)

3/8" Ø C.R.S. BOLTS W/

" X 8" X 16"8

RUBBER SHEET

NEOPRENE

SEE DETAIL 2

" SEALANT2

EXPANSION JOINT

" PREFORMED2

WATER STOP

THREE BULB

SHEET PILING

STABILIZATION SLAB

WATER STOP

THREE BULB

SHEET PILING

STABILIZATION SLAB

" PL8

3 BULB WATER STOP

SHEET PILING

NEOPRENE RUBBER SHEET

OVERSIZED WASHERS (TYP)

" Ø C.R.S. BOLTS W/8

3 BULB WATER STOPSHEET PILING

" PL8

" (TYP)2

1" X 2 2

1" X 2 2

NEOPRENE RUBBER SHEET

3 BULB WATER STOP

MATERIAL (TYPICAL)

HYDROPHILIC WATER STOP

PACK VOID WITH

SEE DETAIL 1

CONNECTION MATERIAL

A

SECTION

SECTION

B

DETAIL

C

D

D

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SCALE:1-1/2"=1'

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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C/L HP PILE

C/L HP PILE

SECTION

A

FLAT BARS A572

"8 5C/L (3) 2"x

EACH FLANGE

"x8"x1'-02

1PL

SCALE: 3" = 1'-0"

NOTES:

1. ALL PIPE SUPPORT STEEL SHALL BE COAL TAR EPOXY PAINTED.

2. ALL DISCHARGE PIPE SURFACES SHALL BE PAINTED WITH

COAL TAR EPOXY FOR TWO FEET ON EITHER SIDE OF A FIELD WELD.

/4

/4

C/L SPLICE PLATES

PL 38 X 31

2 X 0'-9'' (BOTH FLANGES)

(T Y

P

WEB

1'' RETURN, SEAL WELD

REMAINING EDGES (TYP)

PL 38 X 9 X 0'-9'' (ONE SIDE ONLY) PL 38 X 31

2 X 0'-9''

PL 38 X 9 X 0'-9''

(ONE SIDE ONLY)

PL 38 X 31

2 X 0'-9''

SECTION THRU WEB

WEB ELEVATION

HP14 X 73 PILE SPLICE

SCALE: 1 - 12'' = 1' - 0''

NOTES:

1. THE FOUR FLANGE PLATES SHALL BE IN PLACE

BEFORE THE GROOVE WELDS ARE MADE.

2. GROOVE WELDS SHALL BE GROUND SMOOTH

FOR FLUSH FIT OF OVERLAPPING WEB SPLICE

PLATE AS REQUIRED.

GRIND FLUSH

WITH

PIPE WALL

A A

PILE CUT-OFF EL.

C/L PILE

PL 12" x 8"x 1'-0''

8 8

8 1

(T

Y P ) 41

4" 41 4"

FLANGE ELEVATION

TENSION PILE CONNECTION DETAIL

WEB ELEVATION

(3) 2x58"

FLAT BARS A572

PL 12"x8"x1'-0

(TYP)

C/L HP PILE

BONDING NOTE:

SCALE: 1 - 12'' = 1' - 0''

SCALE: 1 - 12'' = 1' - 0''

#6 REINFORCING BAR TO BE WELDED TO THE TOP OF EACH STEEL

SHEET PILE. #6 REINFORCING BAR SHALL NOT EXTEND ACROSS THE

MONOLITH JOINT. SPLICING OF #6 REINFORCING BAR, WILL NOT BE ALLOWED.

PILE

CUT-OFF EL.

WELD ALL AROUND TYPICAL

FOR ALL FLAT BARS. WELDING

SHALL BE PERFORMED UNDER

SHOP CONDITIONS.(WELD

SIZE = 38", FILLET WELD)

(3) 2"x58" FLAT

BARS A572

SCALE: 1 - 12'' = 1' - 0''

TYPICAL PIPE PILE SPLICE

DETAIL

NOTES:

1. ALL STEEL PIPE SHALL BE 18" DIA. WITH A 1/2" WALL THICKNESS

AND SHALL CONFORM WITH THE MATERIAL REQUIREMENTS AS

STATED IN THE SPECIFICATIONS.

2. PIPE PILE SPLICE WELDS SHALL BE NON-DESTRUCTIVELY TESTED

USING BOTH VT AND UT FOR 100% OF THE WELD LENGTH.

18" DIA. STEEL

PIPE PILE

3" X 38"

BACKER

RING

1'-0"

C

SEE BONDING NOTE

BASE OF MONOLITH

EL. VARIES

4" STAB. SLAB

SHEET PILE

#4 ANCHOR WITH 90 STANDARD HOOK

PASS THROUGH HANDLING HOLES ON

EVERY SHEET PILE

SHEET PILING CUT-OFF EL. VARIES

L SHEET PILE

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

TYPICAL SHEET PILE ANCHORAGE

NOTE:

SHEET PILE CUT-OFF ONLY ALLOWED WITH CONTRACTING

OFFICER APPROVAL.

S-307

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SCALE: 3"=1'

3" 6" 9" 12"

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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W O

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TYP

NOTCH TO WEB

(BOTH FLANGES)

3/16

TYP.

PIPE CAP

REMOVABLE

TYP. PIPE

TO WELDMENT

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

(SEE PLAN FOR BEAMS)

x9x BEAM DEPTH 2

1PL

BEAM - SEE PLAN

4"

1 5/8 "

JACK

SCREW

C/L

1/4

EACH SIDE

" x 6" x 6" 2

1PL

" x 6" x 6"(TOP & BOT.)2

1PL

SIDE FLG EACH SIDE)

" x 1" (FLOOD 2 1" x 8

3BAR

& OUTSIDE PIPE

PIPE END INSIDE

WRAPPED AROUND

EPDM SLEEVE

SCREW JACK

COMPATIBLE W/

SHOULDER NUT

SCREW JACK

12-TON

S L E

E V

E

E P

D M

PIPE CAP

REMOVABLE

PIPE 0'-9" LONG

" Ø SCH. 402

" NPT W/ CAP8

/2

M A

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S

T A

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IN

G E

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A

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3 1/4 "

ELEVATION

SIDE FLG EACH SIDE)

" x 1" (FLOOD 2 1" x 8

3BAR

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

DETAIL

3 1/4 "

3/4 "

4"

11"

/4

S C

H P

IP

E

L O

N G /2 "Ø

3" ±

3/4 " 1 /8

1"

/2

3/4 "

1 5/8 "

''16

PL 1/2

W

1/2

END PL

HOLE

' Ø'16

WITHIN THE BASE SLAB OF THE STORAGE MONOLITH.

" CRS BASE PL TO BE EMBEDDED 8

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

DETAIL

SCREW JACK ELEVATION

GREASE AND OTHER LUBRICANTS.

CONDITIONS, DIRECT SUNLIGHT, AND

SLEEVE TO BE EXPOSED TO ATMOSPHERIC

EPDM SLEEVE IN ACCORDANCE W/ ASTM D1418.

" x 4"2

1PL

"4

3PL

2 1/2 "

/2

PAD EYE

6" X 6" X 1/2'

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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W O

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A N

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NOTES:

1. FOR ADDITIONAL INFORMATION SEE HINGE DETAILS ON SHEETS

S-504 THRU S-507.

2. FOR ADDITIONAL INFORMATION SEE GATE LATCH DETAILS ON

SHEET S-503.

3. FOR THE LOCATION OF THE INTERCOSTAL GIRDER FLANGE BRACE

SEE SHEET S-302.

4. TRIM BOTTOM W18 FLANGE TIP (PROTECTED SIDE). SEE SHEET S-303

DETAIL "1".

5. PROVIDE A 3/16" FILLET WELD AROUND THE PERIMETER OF SKIN PLATE

(TYP ALL EDGES)

6. FOR ADDITIONAL NOTES SEE SHEET G-004.

7. WHEN WELD SIZE IS NOT INDICATED PROVIDE MINIMUM WELD SIZE

IN ACCORDANCE WITH AISC SPECIFICATION.

8. ALL EXPOSED METAL-TO-METAIL JOINTS (NOT DETAILED) SHALL BE

SEAL WELDED.

5"

DETAIL - INTERCOSTAL BEAM

SCALE 1" = 1'-0"

DETAIL - HINGE END

SCALE 1" = 1'-0"

DETAIL - FREE END

SCALE 1" = 1'-0"

TYP

TYP EA END

TYP TYP

TYP

TYP

TYP

TYP

TYP

TYPTYP

TYP

TYP

F A

C E

F

L L /P

IE

R

FACE OF

PIER

TYP EA FLANGE

SKIN PL

TYP EA FLANGE

& SIDE PLATE

C/L HINGE & PIER

C /L W x

SIDE PL

(BELOW)

PARTIAL PLAN TOP GIRDER

11"

1'-5"

3/8 "

GATE

END PL

PARTIAL PLAN TOP GIRDER

STOP BAR (TYP EA

FACE, CENTERED ON

PLATE)

PROTECTED

SIDE

FLOOD

SIDE

(TYP FLANGE AND

ADJACENT PLATE)

SKIN

PL

FACE OF PIER

F A

C E

L L /P

IE

R

C/L LATCH & PIER

C /L W x

6 3/4 "

1'-5"

/4

8" 8"

1/2" STIFF PL

(FULL HEIGHT)

T/WALL

EL. 26.80'

W18 FLANGE

EDGE

C /L W x

C/L HINGE & PIER

C /L W x

/4

/4

W18 FLANGE

EDGE

FLOOD SIDE ELEVATION

SIDE 3/8 PL

3/4" GATE END

PL

(1/8)

(1/4)

4"

T/SILL

EL. 22.6

SECTION

FLOOD SIDE PROTECTED SIDE

W18 FLANGE

EDGE

5/16" SKIN

PLATE

STIFF PL 1/2"

x 4 1/2" WIDE

FACE OF

WALL/PIER

C/L HINGE &

TENSION

ROD

/8

PROTECTED SIDE FLOOD SIDE

SECTION

FLOOD SIDE ELEVATION

1/2 GUSSET PL

STOP BAR

(TYP EA SIDE)

1/2 STIFF PL

BEARING PLATE

(BEYOND)

STOP BAR

(TYP)

STOP BAR

(TYP EA SIDE)

1/2 GUSSET PL

FACE OF

WALL/PIER

C/L HINGE & PIER

1/2" SIDE PL

SLOT CENTER

(TYP EA FLANGE)

(1/4)

(1/8)

1/2 STIFF PL

ALIGNMENT LUGS:

BAR 1/2 x 1/2 x 0'-1" (2) EA

FACE (TYP UPPER AND

LOWER)

2 1/4 "(TYP.)

STOP BAR

0'-5" LG (TYP)

C/L LATCH & PIER

C /L W x

C /L W x

/4

1/2 "(TYP.)

/8

SECTION AT PLATE ONLY SECTION AT GUSSET PLATE

C /L W

3/8

GIRDER

FLANGE

BRACE

3/8

GIRDER

FLANGE

BRACE

COPE ANGLE &

PLATE TO FIT

(TYP)

C /L W

2"

(TYP.)

(T Y

P

(3/16)

(1/8)

PARTIAL PLAN BOTTOM GIRDER

PROTECTED SIDE

FLOOD SIDE

C /L W x

C/L HINGE & PIER

GATE END PL

TYP EA FLANGE

SKIN PL

TYP EA FLANGE

& SIDE PLATESIDE PL

FLOOD SIDE

PROTECTED SIDE

PARTIAL PLAN BOTTOM GIRDER2

/2

/2

(TYP FLANGE AND

ADJACENT PLATE)

SKIN

PL

SEAL

(TYP)

STOP BAR (TYP)

SIDE PL

(ABOVE

FLANGE)

C/L LATCH & PIER

C /L W x

T

E N

S

IO

D

3/8"

PL

3/8" PL

INTERCOSTAL

PAD EYE

TYP

/4

TENSION ROD

PAD EYE

(BELOW)

6"

2 1/2 "2 /2

SIZE HOLE FOR #3

CLEVISE W/ 1 1/4"

DIA. PIN

TENSION ROD PAY EYE

/4

SEE NOTE 4

SEE NOT 5

TENSION ROD

PAD EYE

4"

TENSION ROD

PAD EYE

(ABOVE)

S-502

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

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P S O

F E

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DETAIL

DETAIL

(TYP.)

C/L LATCH

SCREW JACK (SEE

SPECS.)

BEARING

PLATET/SCREW JACK

PIER EL. 22.60'

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

GATE LATCHING

GATE CLOSED

GATE IN STORAGE

FLOOD SIDE

C/L LATCH

T/WALL

EL. 26.80'

T/PILE CAP

EL. 21.10'

T/SILL

EL. 22.60'

T/PIER

EL. 27.80'

FLOOD SIDE

C/L LATCH

C/L LATCH

(TYP.)

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

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

C/L LATCH

C/L LATCH & BAR

C/L LATCH

1 3/4 "(TYP.)

/4

1 3/4 "

1 3/4 "

/4

/4

6"

C/L LATCH

/4

C/L LATCH & BAR

C/L LATCH

T/WALL

EL. 26.80'

4" 4"

1 3/4 "

(TYP.)4"4"

/4

/4

6"

C/L W18

(LOWER)

C/L W18

(LOWER)

HIGH STRENGTH

(CRS)

HIGH STRENGTH

(CRS)

NOTES:

1. FOR ADDITIONAL NOTES SEE SHEET G-004.

2. ALL MATERIALS SHALL BE C.R.S. (UNO).

3. PAD LOCK KEYED ALIKE (SEE

HOLES TO ACCOMODATE PAD LOCK (PROVIDE

AT GATE STORAGE POSITION ONLY).

C/L W18

(UPPER)

C/L W18

(UPPER)

DETAIL - LATCHING DEVICE

A

SECTION

A

DETAIL - LATCHING HANDLE

DETAIL - LATCHING EYEBOLT W/EYE HOOK

SCALE: 3"=1'-0"

NOTE:

THIS DETAIL DEPICTS THE UPPER

GATE BEAM IN THE STORAGE

POSITION.

SCALE: 3"=1'-0"ELEVATION

C/L LATCH

C/L LATCH

C/L LATCH

C/L LATCH

C/L LATCH

C/L

LATCHING EYEBOLT

W/EYE HOOK (SEE

DETAIL "3")

SKIN PLATE

TURNBUCKLE

(SEE SECTION

"A")

W18

ADJUST

PAD LOCK

C /L H

O L E I

G

IR

D

B

T Y

P

E Q

U A

L E

Q U

A L

STOP BAR (EA

SIDE)

LATCHING

HANDLE (SEE

DETAIL)

PLATE WASHER

(SEE DETAIL)

PLATE WASHER

(SEE DETAIL "8")LATCHING

HANDLE (SEE

DETAIL "2")

STOP BAR (EACH

W18 GIRDER)

W18

ALIGNMENT

LUGS (2) EA FLG

(M

IN

PLAN

4" 1 /4

C/L

C/L

W18

TURNBUCKLE

LATCHING EYEBOLT

E/EYE HOOK

PLATE

WASHER

LATCHING

HANDLE

W18

SKIN PLATE (FORE

GROUND)

SECTION @ C/L OF LATCHING DEVICE

(UPPER GIRDER SHOWN)

/4

/3

(G A

P

HEAD SCREW

(C.R.S.)

3/4"x6" STANDARD

TURNBUCKLE

(C.R.S.)

EYEBOLT

W18 WEB

SEAL

DOUBLE ENDED STUD

(SEE DETAIL "9")

ELEVATION

PLAN

SEAL

1/8" CHAMFER

(TYP)

(C.R.S.) DRILLED &

LATCHING EYEBOLT

THREADS

6"

6"

1'-0"

/4

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

C/L EYE

4 3/8 "

1 1/2 TON EYE HOOK (SAFE WORKING

LOAD) (HOT DIP GALVANIZED)

HIGH STRENGTH

(C.R.S.)

PLAN

ELEVATION

EYE HOOK

EYEBOLT

3/4" HEX NUT (C.R.S.) FIELD

WELD TO EYEBOLT AFTER

"LATCHING HANDLE" IS

INSTALLED

1'-11"(MIN.)

10"(MIN.)

S-302

SEE NOTE 3

DETAIL

PLATE WASHER

DETAIL

DOUBLE END STUD

TACK WELD

NUT TO

WASHER

(EACH

FLAT)

ENDED STUD

TURNBUCKLE

3/4"-10 UNC-2A

LEFT HANDED

THREADS

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

PLATE WASHER

C/L LATCH

SEAL WELD

TO

TURNBUCKLE5"

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

/2

/4

/4

3/8 "

1 1/4 " 1"

2 5/8 "

(CRS)

PLATE

3/8"x2 1/2"x5" LONG

(CRS)

(ALL MATERIALS CRS) S-503

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C T N

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IDENTIFICATION

SHEET

D A

T E

A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

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A N

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T R

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6LOWER HINGE SECTIONAL PLAN

A

B

ELEVATION

A

SECTION

B

SCALE: 3"=1'-0"

C/L SHAFT

C/L SHAFT

C/L SHAFT

E D

G E

L L /P

IE

R

C /L S

H A

F T

EDGE OF

CONC PIER

3/4" GATE

END PL

1/2" SIDE PL

W18x50

PL 1"

SQ.1'-1"

2 1/2 " 8" 2 1/2 "

11 1/4 " 11 1/4 "

/1

S K

IN

\X

P L

A T

E

/2

/4

/4 " 9 /2

/2

/2

2 1/2 " 2 1/2 "

5 1/2 "

3/4 "(GATE END PL)11"3 7/8 "

1/2 " 1"

STIFF. PL 1/2"x4

1/2" WIDE

1" PL

W18

1/4

1/4

1/4

TOC SILL

EL. 22.60'

SHEAR KEY

G R

O U

T

/4

/4

/2

/8

/2

/8

/8

/4

/4

/4

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

5/16" SKIN PLATE

GATE END PL (BEYOND)

EDGE OF W18

END PL

1/2" STIFF. PL

(BEYOND)

TOC SILL

EL. 22.60'

SHEAR KEY

C/L W18

(BEYOND)

9"9"

1'-6"

1/2 "SIDE PLATE (BEYOND)

7 1/2 "

1 1/2 " 1 1/2 "

/4

/4

/8

/4

DESCRIPTION MATERIALQUANTITYMARK NO.

AS REQ'D

WASHER, 1 1/16" I.D. x 2 1/2" O.D. x 1 1/64" THK.

NUT, HEAVY HEX 2"-8 UNC-2B, W/FLAT

WASHER 2 1/8" I.D. x 4 1/2" O.D. x 3/16" THK.

A194 GRADE 8, ASTM

A320

MECHANICAL TUBING, 6 3/4" O.D. x 5 1/2" I.D. x 8 1/2"

LONG MACHINED FOR CLASS 6 FIT (INTERFERENCE)

BETWEEN I.D. OF TUBING AND O.D. OF MARK "11"

BUSHING

ASTM A-513, TYPE 5,

ALLOY 1026

MECHANICAL TUBING, 6 3/4" O.D. x 5 1/2" I.D. x 9 3/8"

LONG MACHINED FOR CLASS 6 FIT (INTERFERENCE)

BETWEEN I.D. OF TUBING AND O.D. OF MARK "14"

BUSHING

WASHER 1 1/16" I.D. x 2 1/2" O.D. x 1 1/64" THK.

DOUBLE NUT AND FLAT WASHERS

A-276, TYPE 431 (SHAFT)UPPER HINGE SHAFT, 4 1/2" O.D. x 1'-2 1/2" LONG AND

KEEPER PLATE 3" x 0'-9" x 1/2" (C.R.S)

JOURNAL BUSHING, 5 1/2" O.D. x 4 1/2" I.D. x 8 1/2" LG.

BEARING

PEDESTAL

PLATE 1'-1" x 1'-1" x 1 1/4"

A-276, TYPE 4311

SHIM PLATE 1/8" x 5" x 1'-1"

NUT AND FLAT WASHERS

PLATE 3/8" x 4" x 1'-0"

PLATE 3/8" x 4" x 0'-4"

ASTM A-513, TYPE 5,

ALLOY 1026

82A WASHER, 1 1/16" I.D. x 2 1/2" O.D. x 1 1/64" THK.

SET SCREW-HEX SOCKET, 1"� x 2 1/2" LONG, CLASS 3A, FLAT POINT

FED. SPEC. FF-S-200A(3)

TYPE 1, STYLE 1, ALLOY 304

P A

R T S D

E T

A

IL

E D

P A

R T S N

O T D

E T

A

IL

E D

NOTE: QUANTITIES SHOWN ARE FOR ONE COMPLETE SWING GATE.

SHEAR KEY

THRUST WASHER, 5 5/8"� x 1/2" THK. WITH 1/2" HOLE

ALL MAT'LS

CRS (UNO)

ALL MAT'LS NON

CRS (UNO)

EMBED

L4x4

GENERAL NOTES:

1. FOR ADDITIONAL NOTES SEE SHEET G-004.

2. WHEN WELD SIZE IS NOT INDICATED, PROVIDE

MINIMUM WELD SIZE IN ACCORDANCE WITH

AISC SPECIFICATIONS.

3. ALL MATERIALS ON THE HINGE SIDE OF THE

FLOOD GATE CONNECTION SHALL BE CRS (UNO).

4. FIT BETWEEN MK-8 I.D. AND MK-14 O.D. TO BE

SPECIFIED BY GREASELESS BUSHING FABRICATOR.

DIMENSIONS SHOWN ARE NOMINAL ONLY. MK-11

TO BE FIXED TO MK-7 BY ADHESIVE OR OTHER

MEANS PER BUSHING FABRICATOR'S INSTRUCTIONS.

5. RC5 FIT BETWEEN MK-16 I.D. AND MK-14 O.D. OR AS

OTHERWISE SPECIFIED BY THE BEARING FABRICATOR.

6. ADHESIVE INSTALL WITH EITHER BONDMASTER

F246, ARALDITE 2021 OR OTHER PER BUSHING

MANUFACTURER'S RECOMMENDATION.

7. RC5 FIT BETWEEN MK-12 I.D. TO MK-11 O.D. OR AS

OTHERWISE SPECIFIED BY THE BEARING FABRICATOR.

RESERVED

RESERVED

RESERVED

BUSHING, 5 1/2" O.D. x 4 1/2" I.D. x 7 3/4" LG. CIP HYDRO BY COLUMBIA INDUSTRIAL

PRODUCTS (OR APPROVED EQUAL)

CIP HYDRO BY COLUMBIA INDUSTRIAL

PRODUCTS (OR APPROVED EQUAL)

CIP HYDRO BY COLUMBIA INDUSTRIAL

PRODUCTS (OR APPROVED EQUAL)

4 3/4"4 3/4"

5 3/4"

/4

/4

/2 S

Q

E

Q U

A L S

P A

C E

S /2

T O

T A

L

3 EQUAL SPACES (1'-5 1/2" TOTAL)

1'-10 1/2" SQ.

/2

5 3/4"

PL 1/2"

1/2" PL

1/2" PL

(BEYOND)

1/2" PL

/2

/2

1/2" PL

/2

1" PL (BEYOND)

ASTM A193 GR. B8,

CLASS 2 (OR EQUIV.)

ASTM A193 GR. B8,

CLASS 2 (OR EQUIV.)

ASTM A193 GR. B8,

CLASS 2 (OR EQUIV.)

ASTM A193 GR. B8,

CLASS 2 (OR EQUIV.)

A-276, TYPE 304 (CONDITION A)

A-276, TYPE 304 (CONDITION A)

A-276, TYPE 304 (CONDITION A)

A-276, TYPE 304 (CONDITION A)

A-276, TYPE 304 (CONDITION A)

ASTM A193 GR. B8,

CLASS 2 (OR EQUIV.)

BASE PLATE 1'-10 1/2" x 1'-10 1/2" x 1 1/4" W/SHEAR LUG

S-504

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

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SECTION

B

SECTION

C

A

B

C

SECTION

A

UPPER HINGE SECTIONAL PLAN (CLOSED POSITION)

11"

2A

2A

2A

TYP

TYP

MN

BAR 3/4" x 1"

BOTT 3/4" PL

1/2" PL

PL 1" x 1'-1" x

1'-7" LONG

EMBED PL 3/4" x

1'-4" x 1'-7" LONG

1/2" STIFF PL EA SIDE

(T&B) (BEYOND)

3/4" GATE END PL TOP OF GATE

EL. 26.80'

W18 (BEYOND)

PL 1" 1/2" STIFF PL

END OF PIER

5/16" SKIN

PLATE

EMBED EDGE PL 3/4" x4" x 1'-7"

LONG (EA SIDE)

1/2 STIFF PL (EA SIDE

MIDDLE PLATE)

EMBED PL 3/4" x 1'-4" x 1'-7" LONG

PL 1" x 1'-1" x 1'-7" LONG

EMBED L4x4

3/4" GATE END PL

EDGE OF PIER

EMBED L4x4

EDGE PL 3/4" x 2 1/4" x 1'-7"

LONG (EA SIDE)

BAR 3/4" x 1"

1/2" SIDE PL

TOP 3/4" PL

BOTT 3/4" PL

STIFF PL 1/2" x

3"

PL 3/4"

PL 1" x 1'-1" x

1'-7" LONG

TOP PL 3/4"

TOP OF GATE

EL. 26.80'

TOC PIER EL. 27.80'

W18x50

SIDE PL

(BEYOND)

1" PL

1" PL

3/4" MIDDLE

PL

3/4" MIDDLE PL

TOP 3/4" PL

1- 1/16" x 2 1/2" LONG

SLOTTED (HORIZ.) HOLE

(TYP)

3/4" MIDDLE

PLATE

3/4" EMBED EDGE

PL (EA SIDE)

3/4" EDGE PL

(EA SIDE)

1/2" STIFF RING (BELOW)

BAR 3/4" x 1"

3/8

1/4

(1/8)

3/8

1/2" STIFF

PL

GATE END PL

MK. "12" KEEPER PLATE: DRILL AND

TAP HOLES IN 3/4" PLATE FOR HOLD

DOWN SCREWS (CENTER PLATE ON

HINGE SHAFT)

KEEPER

PLATE

ABOVE

C /L

SCALE: 3"=1'-0"

C /L H

IN

G E

E D

G E O

F C

O N

C

(T Y

P

/4

/4

/4

/8

(T Y

P

/8

(T Y

P

4 7/8 "

(TYP.)

C/L SHAFT

4" 3/4 "

3/4 "

2 1/2 " 3/4 "

8"

1'-4"

2 1/2 "

3/4 "

3/4 "

/2

SCALE: 3"=1'-0"

C/L HINGE

4"

2 1/2 " 8" 2 1/2 "

1'-1"

1'-4"

1'-5 1/2 "

/2

/2

/2

/2

9 3/4 "

LEGEND:

MARK NUMBER. SEE HINGE MATERIAL LIST

ON SHEET S-504.

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

C/L SHAFT

C/L

3"

4 7/8 "

4 7/8 "

/2

/2

3"

/4 " 7 /2

C/L SHAFT

C/L

2 1/2 " 4" 5" 4"

2 1/2 "

SKIN PLATE5/16"

2 1/2 "

2 1/2 "

/4

/2

ALL MAT'LS

CRS (UNO)

ALL MAT'LS NON

CRS (UNO)

1/2"STIFF RING 9-3/4"

O.D. (T&B)

GENERAL NOTES:

1. FOR ADDITIONAL NOTES SEE SHEET G-004.

2. WHEN WELD SIZE IS NOT INDICATED, PROVIDE

MINIMUM WELD SIZE IN ACCORDANCE WITH

AISC SPECIFICATIONS.

3. ALL MATERIALS ON THE HINGE SIDE OF THE

FLOOD GATE CONNECTION SHALL BE CRS (UNO).

4. FIT BETWEEN MK-8 I.D. AND MK-14 O.D. TO BE

SPECIFIED BY GREASELESS BUSHING FABRICATOR.

DIMENSIONS SHOWN ARE NOMINAL ONLY. MK-11

TO BE FIXED TO MK-7 BY ADHESIVE OR OTHER

MEANS PER BUSHING FABRICATOR'S INSTRUCTIONS.

5. RC5 FIT BETWEEN MK-16 I.D. AND MK-14 O.D. OR AS

OTHERWISE SPECIFIED BY THE BEARING FABRICATOR.

6. ADHESIVE INSTALL WITH EITHER BONDMASTER

F246, ARALDITE 2021 OR OTHER PER BUSHING

MANUFACTURER'S RECOMMENDATION.

/4

1/2" PAD EYE

11 1/4"

/2

S-505

H S -5

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S O

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

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MK-10 ANCHOR ROD ASS'Y MK-20 A.B. PLATE

MK-15 LOWER BEARING BASE PLATE MK-16 LOWER BEARING PEDESTAL

MK-18 ANCHOR ROD ASS'Y MK-19 A.B. PLATE MK-17 SHIM PLATE

DETAIL

NOT TO SCALE

2 3 4 6

20 19

MN

SCALE: 3"=1'-0"

SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" SCALE: 3"=1'-0" 5

SCALE: 3"=1'-0"

SCALE: 3"=1'-0"

C/L PLATE/SHAFT

P L

A T

E

S H

A F

T

M K

C /L

WEEP HOLE

HOLES FOR MK 10

PL 1 1/4"

HOLES FOR MK "9"

PLAN

C/L

(S Q

U A

R E

/2

/2

2 1/2 "

(TYP.)

6"

(TYP.)

6"

(TYP.)

6" 2 1/2 "

(TYP.) (TYP.)

11 1/2 "11 1/2 "

TO PLATE EL. 22.60'

3/16

TYP

TYP

SHEAR LUG (1/2"

BAR, TYP)

NOTE: ALL

MATERIAL C.R.S.

1'-1 1/2 "

/4

/4

ELEVATION

(1/8)

3/16

NOTE: ALL

MATERIAL C.R.S.

ELEVATION

(5/16)

5/16

PLATE 1'-1"x1'-1"x 1

1/4"

1/16" CHAMFER

PLAN

C /L

C/L PLATE/SHAFT

HOLES FOR MK "9"

PL 1 1/4"

1'-1"(SQUARE)

(TYP)

4"

(TYP)

4"

(TYP)

2 1/2 "

(TYP)

2 1/2 "

C/L

4.4950" MAX\X4.4910" MIN

/8

/4

/8

/2

SEAL

C/L

/4

/2

LEGEND:

MARK NUMBER. SEE HINGE MATERIAL LIST

ON SHEET S-504.

(12 REQUIRED)

NOTE: ALL

MATERIAL C.R.S.

TAC OPP. SIDES

W/HEAVY HEX NUT AND

HEAVY FLAT WASHER, C.R.S

TO PLATE EL. 22.60'

C/L

C/L

TAC OPP. SIDES

(N O

T T

O S

C A

L E

/2

M

IN

T H

R E

A D L

E N

G T

H

P

R O J

PL 4"x0'-4"x3/8" C.R.S.

4"

(12 REQUIRED) (6 REQUIRED)

NOTE: ALL

MATERIAL C.R.S.

TAC OPP. SIDES

TAC OPP. SIDES

W/HEAVY HEX NUT AND

HEAVY FLAT WASHER, C.R.S

C/L

(N O

T T

O S

C A

L E

M

IN

T

H R

E A

D L

E N

G H

T

P

R O J

PL 4"x1'-0"x3/8" C.R.S. (W/

(3 REQUIRED)

C/L C/L

2" 8" 2"

1'-0"

C/L

5/8"R

SHIM 5"x1'-1"x 1/8"

C.R.S.

C /L

2 1/2 " 8" 2 1/2 "

1'-1"

/2

4 1/2" 4 1/2"

PLATE 1'-10 1/2" x

1'-10 1/2" x 1 1/4"

GENERAL NOTES:

1. FOR ADDITIONAL NOTES

SEE SHEET G-004.

S-506

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D A

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M A

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

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A N

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IS

T R

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MK-11 BUSHING MK-13 THRUST WASHERMK-12 SHAFT MK-14 BUSHING

1 2 4

MN

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

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

4.504" MAX.

4.500" MIN

/4

C/L

4.500" MIN

4.504" MAX.

C/L

1"

R 1/4 "

/4

(M

IN

/2

/2

C/L

C/L

1/16"

CHAMFER

5 5/8 "

/1

/2

4.500" MIN

4.504" MAX.

/2

LEGEND:

MARK NUMBER. SEE HINGE MATERIAL LIST

ON SHEET S-504

NOTE:

RCS FIT BETWEEN MK-16 I.D. AND MK-14 O.D.

OR AS OTHERWISE SPECIFIED BY THE

BEARING MANUFACTURER.

NOTE:

RCS FIT BETWEEN MK-12 I.D. TO MK-11 O.D.

OR AS OTHERWISE SPECIFIED BY THE

BEARING MANUFACTURER.

KEY NOTES:

BUSHING REQUIRES A CLASS 6 FIT (SEE

MARK "7").

BUSHING REQUIRES A CLASS 6 FIT (SEE

MARK "8").

2"-8 UNC-2B FOR MARK "3".

GENERAL NOTES:

1. FOR ADDITIONAL NOTES

SEE SHEET G-004.

2. FOR HINGE MATERIAL LIST

AND MARK NUMBERS SEE

SHEET S-504.

S-507

H S -5

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M A

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A Y

H E

A R

T O

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A N

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A R

IS

H L

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IA

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C A

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O L L T

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H A

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R A

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IP

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S O

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A N

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D .J .S S .D .B

N O

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NEW ORLEANS DISTRICT

S O

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IC

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F

IL

E N

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D W

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C K

D B

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

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P S O

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SCALE: 12'' = 1' - 0''

SCALE: 12'' = 1' - 0''

SCALE: 12'' = 1' - 0''

SEAL RETAINING BAR

1'' 1''

2''

'' Ø BOLTS2

1FOR

'' Ø HOLES,16

''4 37 ''4

''2

''2 115''

SCALE: 12'' = 1' - 0''

1'' Ø

'' Ø4

" R16

'' Ø BOLTS2

1FOR

'' Ø HOLES,16

DEFLECTION BAR

C.R.S SEAL

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

TYPICAL SECTION THRU SWING GATE

C/L HINGE

FREE END

HINGE END

D

D /2

D /2

W

W

C /L H

IN

G E

SIDE SEAL

L4x4x SIDE SEAL

''4

'' Ø

1'' Ø

''4 31 ''2

SLOTTED HOLES IN BEAM

FLANGES AND SKIN PL

''4

SEE DETAIL

L4 X 4 X

L8x4x

" CONT.8

x 18

BAR 1

" x 3"16

FLANGES, AND SKIN PL.

SLOTTED HOLES IN BEAM,

C/L SHAFT

C /L S

H A

F T

SEE DETAIL 1

SEE DETAIL 2

DETAIL

DETAIL

20'-0" GATE OPENING

BAR 1-7/8" x 1-7/8" CONT.

" R16

"16 5 X 3"

FACE OF COLUMN

FLANGE W

SIDE SEAL

SKIN PL

END PL

PROTECTED SIDE

FLOOD SIDE

"x2"x0'-8"2

1PL.

1' - 5"

FASCIA PL 1/2"

CRS

CRS,16

5 2 X

CRS, SEE DETAIL

SEAL DEFLECTION BAR,

12'' OC, CRS

CRS, SEE DETAIL

5SEAL RETAINING BAR 2 x

CRS, SEE DETAIL

SEAL DEFLECTION BAR,

12" OC, CRS

1" 1"

2"

" R16

" VERTICAL2

1" X 1 16

"16 5 X 3"

SEAL RETAINING BAR

SIDE SEAL

SKIN PL

END PL

FLANGE W

FACE OF COLUMN

/4

= 11 1/4"TOTAL

= - 1/8"1/8" DEFL

= 1 3/4"SIDE SEAL

= 5/16"SEAL DEFL BAR

= 5/16"SKIN PLATE

= 9"W18X50 D/2

DIMENSION FROM CONCRETE FACE TO HINGE CL:

NOTE: BOTH TOP AND BOTTOM GIRDERS

BAR 1-7/8" x 1-7/8" X 4"

S-508

H S -5

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NEW ORLEANS DISTRICT

S O

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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W O

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1''

4''2''

A P

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5'

APP

ROX.

2''

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

TYPICAL GATE SEAL

CORNER DETAIL, TYPICAL BOTH SIDES

END ELEVATION - PROTECTED SIDE

SLOTTED HOLE

A SILICONE RUBBER SEALANT TO PROVIDE WATERTIGHT JOINTS.

GAPS IN SEALS AND SEAL SUPPORTS SHALL BE SEALED WITH

4 AFTER ASSEMBLY AND SEAL ADJUSTMENTS ARE MADE, ALL

PRIOR TO ASSEMBLY.

3. SEAL CLAMP ANGLES SHALL BE PAINTED ON ALL SIDES

OF THE RUBBER.

LEAST 50% OF THE MINIMUM TENSILE STRENGTH REQUIRED

2. ALL SPLICE JOINTS MUST DEVELOP STRENGTH OF AT

PRESS TYPE MOLDS UNDER PRESSURE AND HEAT.

1. ALL SPLICES WILL BE FACTORY MADE IN HEAVY STEEL

NOTES:

2''

N. T. S.

N. T. S.

END OF FASCIA PL 1/2"

PLAN

ELEVATION

" DIA. HOLE16

( FREE END ONLY )

( FREE END ONLY )

SKIN PL

BOTTOM SEAL

W

END PL

SKIN PL

SIDE SEAL

BOTTOM SEAL

W

ANGLE, SEE DETAIL

COPE END OF

SKIN PL

''½1

¼

''½1

''½

" DIA. BOLTS W/ WASHERS,½

" DIA. BOLTS W/ WASHERS,½

A

PROTECTED SIDE

FLOOD SIDE

"½" X 1 16

PL ½ X 2 X 0'-8"

SCALE:1"=1'

1' 2'

SCALE: 3"=1'

3" 6" 9" 12"

CONT.8

X 1 8

BAR 1

CONT.8

X 1 8

BAR 1

SECTION

A

" DIA. BOLTS W/ WASHERS, 12" OC, CRS½

" BOLTS, 12" OC, CRS¼" DIA. X 2 ½

, CRS16

5SEAL RETAINING BAR 2 X

12'' OC, CRS

, CRS16

5SEAL RETAINING BAR 2 X

12'' OOC, CRS

" BOLTS, 12" OC, CRS¼" DIA. X 2 ½

, CRS16

5SEAL RETAINING BAR 2 X

N.T.S.

SPLICE

FACTORY VULCANIZED

OPTIONAL SPLICE

SEAL

VERTICAL

BACK OF

OUTSIDE BULB CORNER

FULL MOLDED VERTICAL

MITER SPLICE JOINT

FACTORY VULCANIZED

½"FASCIA PL

½"FASCIA PL

S-509

H S -5

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DETAILS.

FOR BOTTOM SEAL

SEE S-303 DETAIL 2

NOTE:

S I

D

W P

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W P

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D .J .S S .D .B

N O

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NEW ORLEANS DISTRICT

S O

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IC

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IDENTIFICATION

SHEET

D A

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A P

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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W O

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A N

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GATE OPENING

SLAB

TRACKS

(TYP.)

DIAPHRAGMS

C12 X 25

B

A

4'-3"4'-3"

(T Y

P

PROTECTED SIDE

FLOOD SIDE

NOT SHOWN FOR CLARITY

RAILS AND CROSS TIES

NOTE:

NEW ORLEANS PUBLIC BELT RAILROAD

FALSEWORK FOR

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

PLAN

PILE CAP (TYP.)

W14 X 90, 12'-0'' LONG,

STEEL PIPE PILE (TYP.)

14" DIA.x 0.625"

3'-0" 3'-0"

/8

W16100

TRACKS

BY THE CONTRACTOR)

AND SUBMITTED FOR APPROVAL

STRUCTURE (TO BE DESIGNED

TEMPORARY RETAINING

CONCEPTUAL LIMITS OF

SECTION A - ELEVATION - FALSEWORK BENTS

1'-9'' 1'-9''4'-3'' 4'-3''

TOP W16 X 100

EL.-55.0

3'-0'' 3'-0''

C/L WC/L W

'' 3

SCALE: N.T.S.

STEEL SHEET PILING COMPOSED OF HIGH EARLY STRENGTH

TOP OF RAIL

C12 X 25 DIAPHRAGMS

14'-0'' C/L TO C/L BENTS

STEEL SHEET PILING

COMPOSED OF HIGH EARLY STRENGTH

CONCRETE IN BASE SLAB SHALL BE

C12 X 25 DIAPHRAGMS

TOP OF RAIL

14'-0'' C/L TO C/L BENTS

CONCRETE FOR ENTIRE MONOLITH SHALL BE

CONCRETE

CEMENT

SEE NOTE 1

S-511

S

H

IM

S

STEEL PIPE PILE

14'' DIA. X 0.625''

PILE CAP

W14 X 90, 12'-0'' LG.

¼

¼

STEEL PIPE PILE

14'' DIA. X 0.625''

EXCAVATION AND BACKFILL

PAYMENT LINE FOR STRUCTURE

12'-0'' LONG

W16 X 100, STEEL PIPE PILE

14'' DIA. X 0.625''

FILLET WELD TO FLANGE EDGES8

W16 X 100, FIELD WELD WITH

x 6 x 1'-8'' CENTERED ON8

PL 1

EXCAVATION AND BACKFILL

PAYMENT LINE FOR STRUCTURE

EMBED.

8''

12'-0'' LONG

W16 X 100, PILE CAP

W14 X 90,12'-2'' LONG,

W14 X 90, 12'-0'' LONG, PILE CAP

SCALE: N.T.S

BY NOPB RAILROAD

CROSSTIE SPACING TO BE DETERMINED

NOTES:

3. ULTIMATE PILE CAPACITY OF 14" DIA. X 0.375" PIPE PILES = 128 TONS.

SCALE: N.T.S

1. TRACK PANEL INSTALLATION TO BE COORDINATED WITH NOPB

10'-0''

RAIL SECTION LENGTH TO BE DETERMINED BY NOPB

10'-0''

TYP.

(CONCEPTUAL)

W14X109

TRS WALER

PROTECTED SIDE

FLOOD SIDE

PROTECTED SIDE

SECTION B - FALSEWORK SPAN

FLOOD SIDE

SECTION B - FALSEWORK SPAN

WITH SILL INSTALLED

W/O SILL INSTALLED

NOTES:

4'-8½'' GAGE

½ (TYP)

STIFFENER PL

¼

½

(A325-X) W/WASHERS

3, ¾'' DIA. BOLTS

EVERY OTHER CROSS TIE ON THE 40-FT PRE-ASSEMBLED TRACK PANEL.

2. ¾'' DIA. J-BOLT (HOOK BOLT) TO BE FURNISHED AND INSTALLED BY THE CONTRACTOR. J-BOLT (HOOK BOLT) TO BE PROVIDED

4"-8 5/8"

(MIN)

2" CL.

RAIL SECTION LENGTH TO BE DETERMINED BY NOPB

S-510

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S O

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SHEET

D A

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

W O

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PL 1 X 16 X 1'-4''

W16 X 100

W14 X 90

DETAIL

SECTION

S-109

12'-2'' LONG

W16 X 100, SIDES

THREE

TO CLEAR BOLT

BOTTOM FLANGE

C12 X 25, CUT

NUT W/ DBL. WASHER

HEAVY HEX BOLT AND

(THREADED 4'')

C/L 1¼'' DIA. X 6''

⅜

¼

¼

DETAIL

14'-8 " )16

8'-6" HARDWOOD TIE

FOR 1¼'' BOLTS

1⅜'' DIA. HOLES

(8'' LEG VERTICAL)

L8 X 6 X ½ X 0'-5''

10⅜'' X 14½'' SHIMS

"2

1/2

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

(8'' LEG VERTICAL)

L8 X 6 X ½ X 0'-6¼''

STIFFENER PL ⅜

A

4"

S H

IM

S

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

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

LOCK NUT & CUT WASHER

W/ SPRING LOCK, WASHER,

A

STEEL PIPE PILE

14'' DIA. X 0.625''

PILE CAP

12'-0'' LONG,

W14 X 90, SCALE: N.T.S.

DETAIL

B

SECTION

B

9" 3" FINS

2'-6 1/2"

100,000 PSI

TYPICAL TENSILE STRENGTH 90,000 -

STRUCTURE. EXCEEDS ASTM A307

USED TO FASTEN TIMBERS TO BRIDGE

3HK2H HOOK BOLT

NOTE:

NOT SHOWN FOR CLARITY

RAILS AND CROSS TIES

NOTE:

TYP.

'' = 1'-0''8

SCALE:

MIDHEIGHT (TYP.)

1'' STEEL RODS AT

¼

(TYP.)

NEW ORLEANS PUBLIC BELT

PLAN - RODS - ONLY FOR

PROTECTED SIDE

FLOOD SIDE

9"

SILL BEAM

S-511

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S O

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E N

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D W

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IDENTIFICATION

SHEET

D A

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A P

P R

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

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A N

S D

IS

T R

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A N

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EACH SIDE OF SILL.

TO BE PLACED ON FIRST TIE

*DEFLECTOR ANGLE AND PLATE

C/L RAIL

G A

G E

TOP OF BASE SLAB

BOTTOM OF BASE SLAB

TOP OF BASE SLAB

RAIL RAIL

1'-0"1'-0"

2'-0'' SILL

C/L RAIL

G A

G E

10" 10"

1" DIA. INSPECTION HOLE

4''

2'' 3'-0''

3'-4''

1'-4''1'-4'' 4''

2''

S

IL

L

C /L R

A

IL

C /L T

R A

C K

C /L R

A

IL

S

IL

L

" BENT PLATE4

3IN

PROTECTED SIDE

FLOOD SIDE

"A

FIELD SIDE GAGE SIDE

/2

SCALE: 1'' = 1' - 0''

TOP OF SILL AND RAIL

SECTION

RAIL ASSEMBLY

SECTION

A

SCALE: 1" = 1' - 0''

FIELD SIDE GAGE SIDE

PROTECTED SIDE

PLAN

SCALE: 1" = 1' - 0''

SCALE: 1" = 1'-0"

FLOOD SIDE PROTECTED SIDE

" RETAINER PLATE8

10"10"

FLOOD SIDE

PLAN

DEFLECTOR ANGLE AND PLATE DETAIL

BY CONTRACTOR)

(TO BE PROVIDED

AND PLATE

DEFLECTOR ANGLE

CROSS TIE

(TO BE PROVIDED BY NOPB)

136-LB PREFABRICATED TRACK PANEL

BALLAST

TOP OF RAIL

CONCRETE SILL

RAIL SHOCK PAD

RUBBERIZED FILL MATERIAL

FILL W/BITUMINOUS CONCRETE OR

WITH WELDED ANCHORS

3/4" FABRICATED BENT PLATE

B

RUBBERIZED FILL MATERIAL

FILL W/BITUMINOUS CONCRETE OR

OF BITUMINOUS CONCRETE OR RUBBERZIED FILL MATERIAL

CONTRACTOR TO COORDIANTE WITH NOPB TO DETERMINE LIMITS

NOTE:

B

FABRICATION

HOT-DIP GALVANIZED AFTER

ENTIRE ASSEMBLY SHALL BE

x10x3'-4"2 1x2'-8" W/ PL 2

1L8x6x

LEG

ANGLE

EACH

5" "2 12"2

12 NEW JERSEY OR EQUAL

PANDROL INC. BRIDGEPORT,

SCREW SPIKES AS MFD. BY

C/L 7/8" DIA. x 6" SQ. HEAD

3"

1"

WELDED ANCHORS

C/L 7/8" DIA. x 6"

3"

1"

WELDED ANCHORS

C/L 7/8" DIA. x 6"

B

BE FURNISHED BY THE RAILROAD

EQUAL AND RAIL SHOCK PAD TO

FASTENER FOR 40 TON AXLE OR

ACOUSTICAL LOADMASTER TRACK

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