A.03.09 MAR-Needle Panels A and End Closure Systems - Plans - RTA.PDF

AUGUST 2020

BELLE, WEST VIRGINIA

KANAWHA RIVER

MARMET LOCKS AND DAM

OF ENGINEERS

HUNTINGTON DISTRICT

US ARMY CORPS

AND END CLOSURE SYSTEMS

NEEDLE DAM PANELS A

114126 FY20

RTA - CERTIFIED FINAL DOCUMENTS

" OUT TO OUT OF STEEL8

118'-9 " OUT TO OUT OF STEEL8

118'-9

" OUT TO OUT OF STEEL8

118'-9

TYP.

"X6" P8

TYP.

"X3" P8

TYP.

"X3" P8

TYP.

"X6" P8

MC13X31.8

RUBBER SEAL

INFLATABLE

MC13X31.8

HP12X63

TYP.

LIFTING LUG

MC13X31.8

TYP.

LIFTING LUG MC13X31.8

RUBBER SEAL

INFLATABLE

TYP.

"X6" P2 1C

TYP.

"X6" P2 1C

TYP.

LIFTING LUG

HP12X63

MC13X31.8

MC13X31.8

TYP.

STIFFENER P

"X3"2 1C

"2 19'-3"4

14'-8

MC13X31.8

TYP.

"X6" P2 1C

"2 19'-3 "4

14'-8

" OUT TO OUT OF STEEL8

118'-9

TYP.

STIFFENER P

"X3"2 1C

MC13X31.8

HP12X63

"4 34'-3 "4

34'-3

TYP.

LUG OUTER FACE

PEAK OF LIFTING

HP12X63

TYP.

LIFTING LUG

TYP.

"X6" P2 1C

TOP CHANNEL

C MC13X31.8

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

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S-201

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PANEL A

UPSTREAM ELEVATION

"= 1'-0"2

1SCALE:

PANEL A (OPPOSITE HAND)

UPSTREAM ELEVATION

"= 1'-0"2

1SCALE:

PANEL A

PLAN VIEW

"= 1'-0"2

1SCALE:

PANEL A (OPPOSITE HAND)

PLAN VIEW

L L L L

L L

L L

PANELS

TYP. ALL

PZC 13 SSP

L

L

LL

L

L

PANELS

TYP. ALL

PZC 13 SSP

WELDING SYMBOLS SHOWN ON DRAWINGS DESIGNATE TYPICAL WELDS.10.

LOW HYDROGEN.

ALL WELD FILLER METAL SHALL HAVE A TENSILE STRENGTH OF 70 KSI AND SHALL BE9.

OTHERWISE NOTED.

" UNLESS4

1MINIMUM SIZE FILLET WELD TO BE USED IN FABRICATION SHALL BE 8.

REINFORCING FILLET WELDS SHALL BE REQUIRED IN ACCORDANCE WITH AWS D1.5.7.

ALL MEMBERS SHALL BE JOINED TOGETHER WITH CONTINUOUS WATER-TIGHT WELDS.6.

OTHERWISE NOTED.

ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS UNLESS5.

L

B S-301

A S-301

S-301

S-302

LL

S-302

S-302

A S-303

NOT SHOWN FOR CLARITY

* REMOVABLE RUBBER WEDGES

NOT SHOWN FOR CLARITY

* REMOVABLE RUBBER WEDGES

APPROVAL OF THE CONTRACTING OFFICER.

TO MINIMIZE RESIDUAL STRESSES AND DISTORTION, AND SHALL BE SUBJECT TO THE

WELDING SEQUENCE AND TECHNIQUE OF WELDING SHALL BE CAREFULLY CONTROLLED4.

PLATE NOT IDENTIFIED AS FCM SHALL BE ASTM A709 GRADE 50 T2.

ALL STEEL SHEET PILES (SSP) SHALL BE ASTM A572 GRADE 50. ALL STRUCTURAL STEEL

MEMBERS (FCM) SHALL BE ASTM A709 GRADE 50 T2, ASTM A992, OR ASTM A572 GRADE 50.

ALL STRUCTURAL STEEL ROLLED SHAPES NOT IDENTIFIED AS FRACTURE CRITICAL3.

THE OTHER. ALL DIMENSIONS ARE TYPICAL OR SIMILAR.

TWO (2) "A" PANELS ARE TO BE FABRICATED. ONE PANEL SHALL BE OPPOSITE HAND OF2.

DAM "A" PANELS.

GENERAL NOTES ON THIS SHEET APPLY TO ALL DRAWINGS CONCERNING THE NEEDLE1.

GENERAL NOTES:

SURFACES PRIOR TO ASSEMBLY.

SECTION 09 97 02. ITEMS WHICH ARE BOLTED TOGETHER SHALL BE PAINTED ON ALL

ALL STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH CONTRACT SPECIFICATION15.

IN THE SHEET PILE SECTIONS.

NO SPLICES SHALL BE PERMITTED IN THE ROLLED SHAPES WHICH FRAME THE PANELS OR14.

IN THE CONTRACT SPECIFICATIONS.

NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED ON WELDING SYMBOLS AND13.

THE CONTRACTOR SHALL NOT SCALE ANY DIMENSIONS FROM THE CONTRACT DRAWINGS.12.

COPES AND WELD ACCESS HOLES ON DRAWINGS DESIGNATE TYPICAL DETAILS.11.

"= 1'-0"2

1SCALE:

MAKE 1 MAKE 1

0 1' 2' 4'

" = 1'-0"2

1SCALE:

" OUT TO OUT OF STEEL8

118'-9

TYP.

LATCHING DEVICE BRACKET

TYP.

PZC 13 SSP

HP12X63

TYP.

"X6" P8

TYP.

"X3" P8

MC13X31.8

RUBBER SEAL

INFLATABLE

"X6" P2 1 "X6" P2

"X2" KEEPER P4

MC13X31.8

"X10" P2

NEOPRENE PAD

"X10"8

TYP.

PZC 13 SSP

2'-1" APPROXIMATE HP12X63"

"X6" P8

NEOPRENE PAD

"X4"2

TYP.

PZC 13 SSP

TYP.

SPACER P

"X2"8

DOWEL PIN

" LONG2

11" DIA. X 4

TYP.

" BRACKET P2

1C

"2

"8

"X5" P2

"X5" P2

3"

" BRACKET P2

2"

TYP.

"X3" P2

W/ LOCK WASHER

ASTM A316 BOLT

" LONG2

1" DIA. X 32

TURNBUCKLE

ASTM A316

" DIA. X 6" LONG2

LONG ASTM A316 DOWEL PIN

"2

1BRACKET PLATE FOR 1" DIA. X 4

" DIA. HOLE CENTERED ON16

"2

1MINIMUM LENGTH OF 2

" DIA. EYE &16

13W/ 1

ASTM A316 EYE BOLT

" DIA. THREAD SIZE2

TYP.

" SPACER P8

7C

"X6" P2

TYP.

DEVICE DOWEL PIN

C 1" DIA. LATCHING

PZC 13 SSP

SEAL P

"X10" BOTTOM2

"x3" STIFFENER P2

KEEPER P

"X3" REMOVABLE4

TYP.

QUICK RELEASE PIN

FROM END OF PIN FOR LOCKING

" 2

1" DIA. HOLE DRILLED 16

SEE NOTE 2

RUBBER SEAL

INFLATABLE

SEE NOTE 3

BOTTOM CHANNEL

MC13X31.8

ON SHEET S-302

SEE DETAIL

LIFTING LUG

SEE NOTE 3

BOTTOM CHANNEL

MC13X31.8

SEE NOTE 3

TOP CHANNEL

MC13X31.8

SEE NOTE 3

TOP CHANNEL

MC13X31.8

SEE NOTE 3

BOTTOM CHANNEL

MC13X31.8

SEE NOTE 7

BOTTOM SEAL

"X10" NEOPRENE 8

TYP.

" SPACER P8

7C

" SPACER P8

" SPACER P8

THIS SHEET

SEE SECTION A

BOTTOM SEAL

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

3 9

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A SECTION

S-201 SCALE: 1"=1'-0"

B SECTION

S-301

S-301

DETAIL

"=1'-0"2

1SCALE: 1

"=1'-0"2

1SCALE: 1

"=1'-0"2

1SCALE: 1

LATCHING DETAIL

INTERLOCK WELD &

LATCHING DEVICE DETAIL

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

----- "=1'-0"2

1SCALE: 1

1' 6" 0 1' 2'

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

12"9"6"3"0

SCALE: 3" = 1'-0"

" = 1'-0"2

1SCALE: 1

6"0 1' 2'

A

L L

L L

L

L

L

L L

LATCHING DEVICE SHOWN FOR CLARITY.

* ONLY BRACKET PLATES AND PIN FOR

L L

TYP.

"16

"16

L

L

L

L

"4

1 TYP.

100% M.T.

"4

TYP.

100% M.T.

"4

LL

L

L

L

L

"4

1 TYP.

50% M.T.

ACCESS HOLE, TYP.

RAD. WELD 8

"4

1 TYP.

100% M.T.

SECTION 35 70 00.01.

CONTACT CEMENT. FOR MORE INFORMATION SEE CONTRACT SPECIFICATION

NEOPRENE SHALL BE BONDED TO BOTTOM SEAL PLATE USING APPROPRIATE 7.

AND JOINT DETAILS SHOWN.

QUALIFICATION RECORD (PQR) SHALL BE ACCOMPLISHED UTILIZING PZC 13 SSP

INTERLOCK WELD SHALL BE QUALIFIED BY TESTING. WELDING PROCEDURE 6.

GROUND FLUSH SHALL EXTEND A MINIMUM 2" ON EACH SIDE OF SPACER PLATES.

LOCATIONS OF SPACER PLATES. AT LOCATION OF SPACER PLATES, REGION TO BE

BACKGOUGED AND SHALL BE GROUND FLUSH AT BOTTOM 1'-0" OF PANEL AND AT

WELDS OF SHEET PILE PANELS TO END MC13X31.8 AND END HP12X63 SHALL BE 5.

TYP.

100% U.T.

CJP

TYP.

100% M.T.

"4

SEE NOTE 4

SEE NOTE 5

TYP.

100% U.T.

CJP

SEE NOTE 6

TYP.

100% M.T.

LL

L

L

OVERALL NEEDLE PANEL LENGTHS SHOWN ON SHEET S-201.

SHEET PILE SECTIONS HAVE BEEN WELDED TO RESULT IN ACHIEVING THE

LENGTH OF END SHEET PILE PANELS SHALL BE DETERMINED AFTER ALL OTHER4.

SHEET PILE PANELS.

LENGTH OF TOP AND BOTTOM CHANNELS SHALL BE VERIFIED AFTER WELDING 3.

INFLATABLE RUBBER SEAL SHOWN DEFORMED AS INSTALLED FOR REFERENCE.2.

FOR GENERAL NOTES SEE SHEET S-201.1.

NOTES:

FLANGE

TOP CHANNEL

MC13X31.8

WEB

TOP CHANNEL

MC13X31.8

PANEL

PZC 13 SSP

LIFTING LUG

" P2

" APPROX.8

32'-4

SEE NOTE 2

" STIFFENER P8

TOP CHANNEL

MC13X31.8

EACH SIDE

" DOUBLER P4

SEE NOTE 2

TYP.

" STIFFENER P8

SEE NOTE 2

"X6" P2

"4

1 1

1"

"2

TOP CHANNEL

MC13X31.8

SEE NOTE 2

"X6" P2

SEE NOTE 2

TYP.

" STIFFENER P8

LUG P

" LIFTING8

LUG P

" LIFTING8

EACH SIDE

" DOUBLER P4

"8 18 "

"X6" P2

1MC13X31.8 CHANNEL, &

" DIA. HOLE,16

1" DOUBLER P, 14

" LIFTING LUG P8

7C

RUBBER SEAL

INFLATABLE

MC13X31.8

PANEL

PZC 13 SSP

FLAT OF

1'-8"

"X6" P2

1'-8"

"X6" P2

TYP.

PANEL

PZC 13 SSP

RUBBER SEAL

INFLATABLE

MC13X31.8

PANEL

PZC 13 SSP

HP12X63

"X6" P2

"4

SEE NOTE 4

HP12X63

"X6" P2

TYP.

PANEL

PZC 13 SSP

SEE NOTE 5

NEOPRENE PAD

"X4"2

DIA. HOLE

" 16 1C 1

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

4 9

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S-201

DETAIL

B

A

A SECTION

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

B SECTION

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

SCALE: 3"=1'-0"

NOT SHOWN FOR CLARITY

* PZC 13 SSP PANELS

NOT SHOWN FOR CLARITY

* PZC 13 SSP PANELS

S-201

DETAIL

"=1'-0"2

1SCALE: 1

4 DETAIL

"=1'-0"2

1SCALE: 1

C SECTION

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

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

12"9"6"3"0

SCALE: 3" = 1'-0"

" = 1'-0"2

1SCALE: 1

6"0 1' 2'

CHANNEL NOT SHOWN FOR CLARITY

* UPSTREAM FLANGE OF MC13X31.8 TOP

L

L

SEE NOTE 2

"4

1 TYP.

100% M.T."4

BACKGOUGE

100% M.T.

100% U.T.

CJP

"4

"4

TYP.

100% U.T.

CJP

L

L

L

L

L

L

L

L

"4

1 TYP.

100% M.T.

R

R

"2

R

L

L

TYP.

100% M.T.

"4

G

"16

3 TYP.

100% M.T.

SEE NOTE 3

TYP.

100% M.T.

"8

L

L

L

C

"4

1 TYP.

100% M.T.

L

L

TYP.

100% U.T.

L

APPROX.

D

BACKGOUGE

100% U.T.

CJP

TYP.

100% U.T.

CJP

BACKGOUGE

100% U.T.

CJP

MORE INFORMATION SEE CONTRACT SPECIFICATION SECTION 35 70 00.01.

NEOPRENE SHALL BE BONDED TO HP12X63 USING APPROPRIATE CONTACT CEMENT. FOR 5.

PERPENDICULAR TO FLAT SECTION OF PZC 13 SSP.

HP12X63 FLANGE SHALL BE TRIMMED TO PROVIDE CUT PARALLEL WITH WEB AND4.

SEAL BETWEEN THE PLATES.

" HOLE. WELD SHALL BE COMPLETE TO 16

1" DOUBLER PLATES INSIDE 14

1LUG PLATE AND

" LIFTING8

7" PARTIAL PENETRATION GROOVE WELD SHALL BE ACCOMPLISHED BETWEEN 8

13.

PLATES MUST BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION.

" STIFFENER 8

7" PLATE AND 2

1BELOW LIFTING LUGS. PROPOSED SIZE AND LOCATION OF

" STIFFENER PLATES SHALL BE LOCATED DIRECTLY8

7BISECT LIFTING LUG LOCATED ABOVE.

" PLATE MUST2

1" PLATE. LOCATION OF 2

1PLATES TO BE DETERMINED AFTER LOCATING OF

" STIFFENER 8

7ALL OTHER STRUCTURAL COMPONENTS OF THE NEEDLE PANEL. LOCATION OF

" PLATE TO BE DETERMINED AFTER FABRICATION OF2

1LENGTH AND EXACT LOCATION OF 2.

FOR GENERAL NOTES SEE SHEET S-201.1.

NOTES:

S-201

TOP CHANNEL

MC13X31.8

MC13X31.8

MOLDED IN PLACE

PIPE CONNECTION

THREADED AIR

RUBBER SEAL

INFLATABLE

S E

E N

O T

E

KEEPER P

"X3" REMOVABLE4

SPACER P

"X2"8

SEE NOTE 3

CLIP, TYP.

RESTRAINT

SEAL END

TYP.

CAP SCREW

" HEX HEAD8

3C

MOLDED IN PLACE

PIPE CONNECTION

THREADED AIR

MC13X31.8

" SPACER P8

KEEPER P

"X2"4

KEEPER P

"X3" REMOVABLE4

RUBBER SEAL

INFLATABLE

TYP.

CAP SCREW

" HEX HEAD8

SEE NOTE 3

CLIP, TYP.

RESTRAINT

SEAL END

SEAL P

"X10" BOTTOM2

BOTTOM SEAL

"X10" NEOPRENE 8

S E

E N

O T

E

"X6" P2

PANEL

PZC 13 SSP

MC13X31.8

" HEX HEAD CAP SCREWS8

3ACCEPT

" DEEP TO 8

3DRILLED & TAPPED

"X2" SPACER P8

KEEPER P

"X2"4

C MC13X31.8

RUBBER SEAL

C INFLATABLE

"8 34"8

71 "8 74 "8

CHANNEL

BOTTOM

MC13X31.8

LOCK WALL

FACE OF

5" 5"

9"

SEAL (FULLY INFLATED)

INFLATABLE RUBBER

SEAL (DEFLATED)

INFLATABLE RUBBER

SEAL (INSTALLED)

INFLATABLE RUBBER

RUBBER SEAL

MATCH INFLATABLE

SLOPE/SHAPE TO

SEE NOTES 4 & 5

TYP.

RUBBER WEDGE

REMOVABLE

SEE NOTES 4 & 5

RESPONSIBILITY OF THE CONTRACTOR

ALL DIMENSIONS & DETAILS ARE

SPACER P

"2 1"X18

SPACER P

"2 1"X18

" SPACER P8

KEEPER P

REMOVABLE

"X3"4

HEAD CAP SCREW

" DIA. HEX8

3PLATE &

REMOVABLE KEEPER

" HOLE IN 16

7C

"4

"4

"2

SEE NOTES 4 & 5

TYP.

RUBBER WEDGE

REMOVABLE

S O

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

5 9

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W H

A R

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K S A

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A M

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A N

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A N

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IN

F

L A

T A

B L E S

E A

L S

S E

C T

IO

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A

IL

S

A SECTION

S-201 SCALE: 3"=1'-0"

12"9"6"3"0

SCALE: 3" = 1'-0"

0 1" 2" 4"

SCALE: 6" = 1'-0"

B

C

B SECTION

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

C SECTION

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

SCALE: 3"=1'-0"

AS INSTALLED FULLY INFLATED

INFLATABLE RUBBER SEAL

SIDE ELEVATION

REMOVABLE RUBBER WEDGE

UPSTREAM ELEVATION

NOT SHOWN FOR CLARITY

* BOTTOM REMOVABLE RUBBER WEDGE

NOT TO SCALE

INSTALLED FOR REFERENCE.

SHOWN DEFORMED AS

* INFLATABLE RUBBER SEAL

L

L

L

S

P A

L

L

L

L

L

L

L

L

L

L

LL

L

"4

1 TYP.

100% M.T.

"16

"16

SEE NOTE 6

TYP.

100% M.T.

G

"16

TYP.

SEAL WELD

100% M.T.

* SEE NOTE 7

CONTRACT SPECIFICATION SECTION 35 70 00.01 FOR MORE DETAILS.

SHALL BE SO AS TO PROVIDE A COMPLETE DAMMING SURFACE. SEE

RUBBER WEDGES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND

PANEL. DIMENSIONS & DETAILS OF END RESTRAINT CLIPS & REMOVABLE

APPROVED EQUAL. ONE SEAL SHALL BE PROVIDED FOR EACH "A" NEEDLE

INFLATABLE RUBBER SEALS SHALL BE SEAL MASTER CORP. P-26-6 OR7.

PENETRATION GROOVE WELD.

" DEEP PARTIAL JOINT16

3"X2" KEEPER PLATE BY PROVIDING A 4

"X2" SPACER PLATE &8

5SEAL WELDS SHALL BE PROVIDED AT ENDS OF 6.

SPECIFICATION SECTION 35 70 00.01 FOR ADDITIONAL DETAILS.

INSTALLATION INSTRUCTIONS AS NECESSARY. SEE CONTRACT

IDENTIFY INSTALLATION LOCATION. CONTRACTOR SHALL PROVIDE

IDENTICAL, EACH SHALL BE CLEARLY AND PERMANENTLY MARKED TO

(4) REMOVABLE RUBBER WEDGES ARE REQUIRED. IF ALL WEDGES ARE NOT

SURFACE AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. FOUR

AS REQUIRED TO PROVIDE FOR INSTALLATION & A COMPLETE DAMMING

ALL DIMENSIONS & DETAILS OF THE REMOVABLE RUBBER WEDGES SHALL BE5.

POSITION).

RUBBER SEAL AND LOCK WALL (DEFORMED SURFACE OF SEAL IN INSTALLED

INFLATABLE RUBBER SEAL TO FILL THE VOIDS BETWEEN THE INFLATABLE

REMOVABLE RUBBER WEDGES SHALL BE PROVIDED AT BOTH ENDS OF 4.

DEFLATED STATE.

INFLATABLE RUBBER SEAL AT BOTH ENDS WHEN IN BOTH AN INFLATED AND

RESTRAINT CLIPS SHALL BE REMOVABLE AND SHALL FULLY SECURE THE

INFLATABLE RUBBER SEAL MANUFACTURER'S RECOMMENDATIONS. END

LOCATION AND DETAILS OF END RESTRAINT CLIPS SHALL BE AS PER3.

AS PER INFLATABLE RUBBER SEAL MANUFACTURER'S RECOMMENDATIONS.

SEAL AND TOP OF NEEDLE PANEL AS REQUIRED FOR AIR CONNECTION

PROVIDE MINIMUM CLEARANCE BETWEEN TOP OF INFLATABLE RUBBER 2.

FOR GENERAL NOTES SEE SHEET S-201.1.

2" 2"

ASSEMBLY

END PLATE

WASHER, TYP.

STD. WASHER & OVERSIZED

HEAVY HEX BOLT W/NUT,

ASTM F3125 GRADE A325

" LONG2

1" DIA. X 34

ASSEMBLY

DOWNSTREAM PLATE

SEE DETAIL THIS SHEET

CROSS BRACING ANGLE

1L6X4X

INTERIOR PIER

ASSEMBLY

END PLATE

ASSEMBLY

DOWNSTREAM PLATE

INTERIOR PIER

ASSEMBLY

END PLATE

ASSEMBLY

DOWNSTREAM PLATE

1L6X4X

1L6X4X

RESTRAINT ANGLE

DOWNSTREAM P

3'-1" APPROX.

1L6X4X

TYP.

" DIA. HOLE16

4'-11"

3'-1" APPROX.

4' -1 0" S

U P P O

R T A

N G

LE

4'-10" - S U P P O

R T A

N G

LE

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE PANEL

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE PANEL

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

PROCEDURE 6-8

SEE INSTALL

SEE INSTALL PROCEDURE 11

APPROX. EL. 543.0

SEE INSTALL PROCEDURE 6-8

BOLT W/ WASHER, TYP.

F3125 GRADE A325 HEAVY HEX

" DIA. X 8" LONG4

3INSERT &

INSTALLED THREADED ANCHOR

" LONG EPOXY4

1" DIA. X 84

3SEE GENERAL NOTE 11

TYP.

SUPPORT ANGLE

1L6X4X

SEE GENERAL NOTE 11

& 2 WASHERS TYP.

HEAVY HEX BOLT W/NUT

ASTM F3125 GRADE A325

" LONG2

1" DIA. X 24

SEE GENERAL NOTE 11

& 2 WASHERS TYP.

HEAVY HEX BOLTS W/NUT

ASTM F3125 GRADE A325

" LONG4

1" DIA. X 34

SEE GENERAL NOTE 11

TYP.

SUPPORT ANGLE

1L6X4X

S O

L

IC

IT

A T

IO

N N

O

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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D B

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D E

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M A

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P R

D A

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P L

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M A

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D E

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C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

6 9

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IS

T R

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A R

M Y C

O R

P S O

F E

N G

IN

E E

N T

IN

G T

O N

W E

S T V

IR

G

W

J A

W

S T

A N

D A

R D G

A T

E B

A Y

E N

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IN

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S-701

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

A M P

A N

E L S A A

N D E

N D C

L O

S U

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S

C L

C

S -7

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FOR CLARITY

* SANDBAGS NOT SHOWN

EL. 542.0

FOR CLARITY

* SANDBAGS NOT SHOWN

FIELD LOCATE

L

FIELD LOCATE

APPROX. APPROX.

B

" = 1'-0"4

3SCALE:

ELEVATION

B SECTION

SCALE: 1" = 1'-0"

C SECTION

SCALE: 1" = 1'-0"

CROSS BRACING ANGLE SYSTEM SHOWN

* PLAN VIEW OF END CLOSURE

PLAN VIEW - INSTALLED

* SEE NOTE 11

* INSTALLATION BY OTHERS

" = 1'-0"4

3SCALE:

" = 1'-0"2

1SCALE: 1

----- CLOSURE AT PIER 1 TO BE ACCOMPLISHED WITH SANDBAGS AS NECESSARY.12.

ABOVE NOTCH AS NECESSARY.

IF CLOSURE TO EL. 543.0 IS REQUIRED, SANDBAGS MAY BE INSTALLED ON PIERS11.

INSTALL SANDBAGS AROUND SEALING INTERFACES.10.

INSTALL CROSS BRACING ANGLE.9.

8" BOLTS PROVIDED BY OTHERS.

ASSEMBLIES TO THE PIERS. BOLTS AND WASHERS SHALL BE GALVANIZED.

WITH WASHER SHALL BE INSTALLED INTO THREADED INSERTS TO SECURE THE

" DIA. X 8" LONG ASTM F3125 GRADE A325 BOLTS4

3WHEN CLOSURE IS INSTALLED, 8.

WHEN CLOSURE IS NOT IN USE. THREADED INSERTS PROVIDED BY OTHERS.

EQUAL PER MANUFACTURER'S RECOMMENDATIONS. PLUGS SHALL BE INSTALLED

EQUAL AND SHALL BE INSTALLED USING HILTI HIT-RE 500 V3 OR APPROVED

" LONG OR APPROVED4

1" DIA. X 84

3THREADED INSERTS SHALL BE HILTI HIS-N 7.

AT INITIAL INSTALLATION.

EXACT LOCATION OF ANCHOR INSERTS SHALL BE DETERMINED AFTER FIT UP6.

LOCATE AND INSTALL ANCHOR BRACKETS AND ANCHOR ANGLES.5.

DOWNSTREAM PLATE ASSEMBLY PRIOR TO TIGHTENING.

INSTALL DOWNSTREAM PLATE RESTRAINT ANGLE INTO PIER. SLIDE AGAINST4.

ASSEMBLY THROUGH SLOTTED HOLES.

NEEDLE PANEL. ATTACH DOWNSTREAM PLATE ASSEMBLY ANGLE TO END PLATE

LOCATE DOWNSTREAM PLATE ASSEMBLY SO THAT FREE END RESTS AGAINST3.

OF PIER. INSTALL ANCHORS.

LOCATE END PLATE ASSEMBLY SO THAT ANCHORS ARE ALONG CENTERLINE2.

CENTERLINE OF PIER.

INSTRUCTIONS. ENSURE END OF NEEDLE BEAM IS APPROXIMATELY 6" FROM

INSTALL NEEDLE BEAM AND NEEDLE PANELS PER RELEVENT INSTALLATION1.

INSTALL PROCEDURE: (BY OTHERS)

ALL FASTENERS SHALL BE PROVIDED BY THE CONTRACTOR.

THESE MEMBERS SHALL BE FIELD LOCATED DURING INSTALLATION.

SHALL NOT BE COMPLETED DURING FABRICATION. BOLT HOLES IN

BOLT HOLES IN SUPPORT ANGLES AND CROSS BRACING ANGLES11.

TO ASSEMBLY.

BOLTED TOGETHER SHALL BE PAINTED ON ALL SURFACES PRIOR

CONTRACT SPECIFICATION SECTION 09 97 02. ITEMS THAT ARE

ALL STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH10.

NO SPLICES SHALL BE PERMITTED IN ANY MEMBERS.9.

WELDING SYMBOLS AND IN THE CONTRACT SPECIFICATIONS.

NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED ON8.

WELDING SYMBOLS ON DRAWINGS DESIGNATE TYPICAL WELDS.7.

70 KSI AND SHALL BE LOW HYDROGEN.

ALL WELD FILLER METAL SHALL HAVE A TENSILE STRENGTH OF6.

WATER-TIGHT WELDS.

ALL MEMBERS SHALL BE JOINED TOGETHER WITH CONTINUOUS5.

SPECIFICATION SECTION 05 59 20.

MEET MATERIALS REQUIREMENTS PROVIDED IN CONTRACT

ALL STRUCTURAL STEEL MEMBERS NOT IDENTIFIED AS FCM SHALL4.

MEMBERS (FCM) SHALL BE ASTM A709 GRADE 50 F2.

ALL STRUCTURAL STEEL MEMBERS IDENTIFIED AS FRACTURE CRITICAL3.

HAND.

CONSIST OF CLOSURE SET AS SHOWN AND ONE SET OPPOSITE

STANDARD GATE BAY END CLOSURE SYSTEM SHOWN SHALL 2.

GENERAL NOTES ON THIS SHEET ALSO APPLY TO SHEET S-702.1.

GENERAL NOTES:

7'-0"

"8

3"

"8

"4

2 1'-6""4

12'-11"2 12'-0"2

11'-1

1'-8"

"4 17'-7

2" 5" 2"

9"

2"5"2"

3"

8"

6"

3" 1"

"6"

7"

6"

"2

"8 17'-6

7'-8"

6"

2"

"2

1'-6"

4"

"2 14'-9

"8

"8 11'-2

"8 11'-1

"8 17'-6

7'-8"

"2

1'-6"

ANGLE

"2 16X6X

" P4

" P4

N

E O

P R

E N

E

" P4

" P4

" PRESET8

1" NEOPRENE

" DIA. HOLE16

" P4

" P4

TYP.

ANGLE

C END P

SEE NOTE 2

ANGLE

"2 16X4X

TYP.

HOLE

" DIA.16

13C

1" NEOPRENE

ANGLE

"2 16X4X

HOLE TYP.

" DIA.16

" P4

HOLE

" DIA.16

" P4

" P4

"8

ANGLE

"2 16X4X

" P4

SEE NOTE 3

1" NEOPRENE

" P4

" P4

" P4

2'-11" APPROX. 2'-11" APPROX.

HOLE

" DIA.16

" P4

" APPROX.16

31'-10 " APPROX.16

52'-11

SEE NOTE 3

" NEOPRENE8

" P4

HOLE

" DIA.16

" P4

ANGLE

"2 16X6X

1" NEOPRENE

" P4

S

P A

S

P A

S O

L

IC

IT

A T

IO

N N

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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

S

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N E

D B

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D E

S C

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IP

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M A

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A P

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D A

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B M

IT

T E

D B

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P L

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C A

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P L

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A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

7 9

IP

P

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\S -7

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R

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C L

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K S A

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A M

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A N

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S -7

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L

L

TYP.

100% M.T.

L

L

LL

TYP.

L L

TYP.

100% M.T.

T Y

P

L

L

T Y

P

TYP.

L

TYP.

100% M.T.

L

L TYP.

TYP.

100% M.T.

SHOWN FOR CLARITY

* END P ANGLES NOTL

L

HOLE

" DIA.16

L

L

TYP.

100% M.T.

L

1 TYP.

50% M.T.

TYP.

100% M.T.

L

TYP.

50% M.T.

L

LA

D

C

B

DOWNSTREAM ELEVATION

DOWNSTREAM PLATE

END VIEW

DOWNSTREAM PLATE

SCALE: 1" = 1'-0"MAKE 1 OPPOSITE HAND

MAKE 1 AS SHOWN

SCALE: 1" = 1'-0"

MAKE 1 OPPOSITE HAND

MAKE 1 AS SHOWN

SCALE: 1" = 1'-0"

END PLATE ELEVATION

RESTRAINT ANGLE

DOWNSTREAM PLATE

MAKE 2

SCALE: 3" = 1'-0"

END PLATE ANGLE

MAKE 10

SCALE: 3" = 1'-0"

MAKE 4

SCALE: 3" = 1'-0"

ANCHOR BRACKET

PLAN ELEVATION

B

SCALE: 1" = 1'-0"

END VIEW

END PLATE D

SCALE: 3" = 1'-0"

SECTION

C SECTION

" = 1'-0"2

1SCALE: 1

A SECTION

" = 1'-0"2

1SCALE: 1

AS NECESSARY TO ALLOW FOR ADJACENT FILLET WELDS.

SECTION 35 70 00.01. NEOPRENE SECTIONS SHALL BE TRIMMED

CEMENT. FOR MORE INFORMATION SEE CONTRACT SPECIFICATION

NEOPRENE SHALL BE INSTALLED USING APPROPRIATE CONTACT3.

DIMENSIONS SHALL BE ADJUSTED IN THE FIELD AS NECESSARY.

TO CONFORM TO EXISTING BEARING PLATES IN PIERS. THESE

BOTTOM AND SIDE DIMENSIONS OF END PLATE ARE INTENDED 2.

FOR GENERAL NOTES SEE SHEET S-701.1.

NOTES:

7'-6"

2'-6"

3'-11"

"8

7'-6"

ANGLE

BRACING

CROSS

1L6X4X

WASHER, TYP.

STD. WASHER & OVERSIZED

HEAVY HEX BOLT W/NUT,

ASTM F3125 GRADE A325

" LONG2

1" DIA. X 34

PIER 7

PIER 7

ASSEMBLY

DOWNSTREAM PLATE

1L6X4X

HOLE TYP.

" DIA.16

"4

SEE GENERAL NOTE 11

TYP.

SUPPORT ANGLE

1L6X4X

SEE GENERAL NOTE 11

& 2 WASHERS TYP.

HEAVY HEX BOLT W/NUT

ASTM F3125 GRADE A325

" LONG2

1" DIA. X 24

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

SEE DETAIL THIS SHEET

CROSS BRACING ANGLE

1L6X4X

SEE INSTALL PROCEDURE 11

APPROX. EL. 543.0

SEE GENERAL NOTE 11

TYP.

SUPPORT ANGLE

1L6X4X

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

SHOWN FOR REFERENCE

CLOSURE SYSTEM

NOT PART OF END

NEEDLE BEAM

S O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

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S

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D B

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S C

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IP

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D

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4 5

A

B

M A

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A P

P R

D A

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F

IL

E N

U M

B E

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S

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B M

IT

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D B

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P L

O T S

C A

L E

P L

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A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

®of Engineers

US Army Corps

Huntington District

*** FOR OFFICIAL USE ONLY ***

*** FOR OFFICIAL USE ONLY ***

8 9

IP

P

W P :d

\S -7

.d g n

H E

C X J

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A R

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P S O

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N G

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G T

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J A

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S-703

P

IE

R E

N D C

L O

S U

R E S

Y S

T E

M

C L

C

IN

S

T A

L L E

D P

L A

N E

L E

V A

T

IO

N

D

E T

A

IL

M A

R M

E T L

O C

K S A

N D D

A M

B E

L L E

W V

N E

E D

L E D

A M P

A N

E L S A A

N D E

N D C

L O

S U

R E

S

S -7

.d g n

END PLATE ASSEMBLY

A S

S E

M B

L Y

D O

W N

S T

R E

A M P

L A

T E

PIER 7 SHOWN

* PLAN VIEW OF

FOR CLARITY

* SANDBAGS NOT SHOWN

EL. 542.0

END PLATE ASSEMBLY

APPROX. APPROX.

ELEVATION @ PIER 7

T Y

P

CROSS BRACING ANGLE

S-704

PLAN VIEW @ PIER 7

" = 1'-0"4

3SCALE:

" = 1'-0"4

3SCALE:

INSTALLATION. ALL FASTENERS SHALL BE PROVIDED BY THE CONTRACTOR.

DURING FABRICATION. BOLT HOLES IN THESE MEMBERS SHALL BE FIELD LOCATED DURING

BOLT HOLES IN SUPPORT ANGLES AND CROSS BRACING ANGLE SHALL NOT BE COMPLETED11.

PRIOR TO ASSEMBLY.

SECTION 09 97 02. ITEMS THAT ARE BOLTED TOGETHER SHALL BE PAINTED ON ALL SURFACES

ALL STEEL SURFACES SHALL BE PAINTED IN ACCORDANCE WITH CONTRACT SPECIFICATION10.

NO SPLICES SHALL BE PERMITTED IN ANY MEMBERS.9.

IN THE CONTRACT SPECIFICATIONS.

NON-DESTRUCTIVE TESTING REQUIREMENTS ARE INDICATED ON WELDING SYMBOLS AND8.

WELDING SYMBOLS ON DRAWINGS DESIGNATE TYPICAL WELDS.7.

LOW HYDROGEN.

ALL WELD FILLER METAL SHALL HAVE A TENSILE STRENGTH OF 70 KSI AND SHALL BE6.

ALL MEMBERS SHALL BE JOINED TOGETHER WITH CONTINUOUS WATER-TIGHT WELDS.5.

REQUIREMENTS PROVIDED IN CONTRACT SPECIFICATION SECTION 05 59 20.

ALL STRUCTURAL STEEL MEMBERS NOT IDENTIFIED AS FCM SHALL MEET MATERIALS4.

ASTM A709 GRADE 50 F2.

ALL STRUCTURAL STEEL MEMBERS IDENTIFIED AS FRACTURE CRITICAL MEMBERS SHALL BE3.

PIER 7 END CLOSURE SYSTEM SHOWN CONSISTS ONLY OF THE SET SHOWN.2.

GENERAL NOTES ON THIS SHEET ALSO APPLY TO SHEET S-704.1.

GENERAL NOTES:

NECESSARY.

IF CLOSURE TO EL. 543.0 IS REQUIRED, SANDBAGS MAY BE INSTALLED ON PIER ABOVE NOTCH AS11.

INSTALL SANDBAGS AROUND SEALING INTERFACES.10.

INSTALL CROSS BRACING ANGLE.9.

PROVIDED BY OTHERS.

ASSEMBLIES TO THE PIERS. BOLTS AND WASHERS SHALL BE GALVANIZED. 8" BOLTS

WITH WASHER SHALL BE INSTALLED INTO THREADED INSERTS TO SECURE THE

" DIA. X 8" LONG ASTM F3125 GRADE A325 BOLTS4

3WHEN CLOSURE IS INSTALLED, 8.

WHEN CLOSURE IS NOT IN USE. THREADED INSERTS PROVIDED BY OTHERS.

EQUAL PER MANUFACTURER'S RECOMMENDATIONS. PLUGS SHALL BE INSTALLED

EQUAL AND SHALL BE INSTALLED USING HILTI HIT-RE 500 V3 OR APPROVED

4" LONG OR APPROVED4

1" DIA. X 84

3THREADED INSERTS SHALL BE HILTI HIS-N 7.

EXACT LOCATION OF ANCHOR INSERTS SHALL BE DETERMINED AFTER FIT UP AT INITIAL INSTALLATION.6.

LOCATE AND INSTALL ANCHOR BRACKET AND ANCHOR ANGLES.5.

ASSEMBLY PRIOR TO INSTALLED ON PIERS ABOVE NOTCH AS NECESSARY.

INSTALL DOWNSTREAM PLATE RESTRAINT ANGLE INTO PIER. SLIDE AGAINST DOWNSTREAM PLATE4.

ATTACH DOWNSTREAM PLATE ASSEMBLY ANGLE TO END PLATE ASSEMBLY THROUGH SLOTTED HOLES.

LOCATE DOWNSTREAM PLATE ASSEMBLY SO THAT FREE END RESTS AGAINST NEEDLE PANEL.3.

LOCATE END PLATE ASSEMBLY APPROXIMATELY 3" FROM EDGE OF NOTCH IN PIER. INSTALL ANCHORS.2.

INSTALL NEEDLE BEAM AND NEEDLE PANELS PER RELEVANT INSTALLATION INSTRUCTIONS. 1.

INSTALL PROCEDURE: (BY OTHERS)

PROCEDURE 6-8

SEE INSTALL

* SEE NOTE 11

" = 1'-0"2

1SCALE: 1

1'-5""2 12'-10"2

12'-104"

6"

2'-6"

5'-0"

"4

7'-6"

6"

2'-0"

"4 11"4

31'-4

7"

"4

"16

"16

"2 12"

3"

8"

1"

3"

6"

2"5"2"

"4 31'-2

"2

9"

2" 2"

4"

"4 31'-2

"2 12'-10"2

12'-10

7'-6"

"4 31'-2

3'-7"

1'-6"

3'-10"

"8 31'-3

"8

0"8

6"

2"

1" NEOPRENE

"2 1L6X6X

" P4

3 ANGLES

"2 16X4X

SEE NOTE 6, SHEET S-703

& 2 WASHERS TYP.

HEAVY HEX BOLTS W/NUT

ASTM F3125 GRADE A325

" LONG4

1" DIA. X 34

ANGLE

RESTRAINT

"2

16X4XSEE NOTE 3

" NEOPRENE8

" P4

HOLE

" DIA.16

11C

SEE NOTES 7-9, SHEET S-703

BOLT W/ WASHER, TYP.

F3125 GRADE A325 HEAVY HEX

" DIA. X 8" LONG4

3INSERT &

INSTALLED THREADED ANCHOR

" LONG EPOXY4

1" DIA. X 84

ANGLE

RESTRAINT

"2 16X4X

" P4

" P4

" P4

"2 1L6X4X

BRACKET

ANCHOR

DIA. HOLES

"16 13C

"2 1L6X6X

" P4

1" NEOPRENE

" P4

" P4 3C

" P4

ANGLE

RESTRAINT

"2 16X4X

TYPICAL

ANGLED BRACE

1L4X4X

" P4

"2 1 L6X4X

TYP.

HOLE

" DIA.16

"2 1L6X4X

" P4

HOLE

" DIA.16

" P4

HOLE TYP.

" DIA.16

13 " P4

ANGLE

RESTRAINT

"2

16X4XBRACE

ANGLED

1L4X4X

HOLE

" DIA.16

" P4

" P4

1L4X4X

1L4X4X

" APPROX.4

13'-2 "

" P4

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S-703 SCALE: 1" = 1'-0"

PLAN VIEW

DOWNSTREAM PLATE

E

SCALE: 1" = 1'-0"

VIEW D

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

DOWNSTREAM ELEVATION

DOWNSTREAM PLATE

SCALE: 1" = 1'-0"

END PLATE PLAN VIEW

C

SCALE: 1" = 1'-0"

SECTION

SCALE: 1" = 1'-0"

END PLATE ELEVATION

ANCHOR BRACKET

MAKE 1

SCALE: 3" = 1'-0"

PLAN ELEVATION

MAKE 1

SCALE: 3" = 1'-0"

MAKE 1

SCALE: 3" = 1'-0"

RESTRAINT ANGLE

DOWNSTREAM PLATE

RESTRAINT ANGLE

END PLATE

F

SCALE: 1" = 1'-0"

VIEW

----- NECESSARY TO ALLOW FOR ADJACENT FILLET WELDS.

NEOPEPRENE SECTIONS SHALL BE TRIMMED AS

CONTRACT SPECIFICATION SECTION 35 70 00.01.

CONTACT CEMENT. FOR MORE INFORMATION SEE

NEOPRENE SHALL BE INSTALLED USING APPROPRIATE3.

AS NECESSARY.

THESE DIMENSIONS SHALL BE ADJUSTED IN THE FIELD

CONFORM TO EXISTING BEARING PLATE IN THE PIER.

BOTTOM OF DOWNSTREAM PLATE IS INTENDED TO2.

FOR GENERAL NOTES SEE SHEET S-703.1.