A2_-_Falls_Dam_and_Jordan_Dam_Gates_Drawings.pdf

JORDAN LAKE

Forest Wake

RaleighRaleigh

Durham

Sanford

Apex

Pittsboro

Dunn

SmithfieldSmithfield

Dunn

Forest Wake

Roxboro

Oxford

HendersonHenderson

Oxford

Roxboro

Fayetteville

Chapel Hill

Fayetteville

Burlington

Rolesville Research Triangle

Park

Morrisville

NUMBER

SHEET

SHEET TITLE

INDEX TO DRAWINGS

R-001

M-502

M-501

M-101

S-702

S-701

S-503

S-502

S-501

S-402

S-401

G-002

REFERENCE SHEET

PIGGY BACK GATE

WHEEL ASSEMBLY

PIGGY BACK GATE INSTALLATION DETAILS

FALLS EMERGENCY GATE CONTROL DIMENSION

JORDAN SERVICE GATE CONTROL DIMENSION

GATE DETAILS

FALLS EMERGENCY GATE DETAILS

JORDAN SERVICE GATE DETAILS

FALLS EMERGENCY GATE

JORDAN SERVICE GATE

GENERAL LOCATION MAP

PROJECT LOCATIONS AND VICINITY MAPS

FALLS LAKE

B. EVERETT JORDAN LAKE

G-002

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FALLS LAKE

9'-11"

"8 31'-3"8

71'-8"4 11'-11"4

11'-11"8 71'-8"8

31'-3

10'-3"

VERTICAL END BEAM

"4 18'-10

W12X58 TYP.

PLATES. TYP.

J SEAL AND ƒ" SEAL

END BEAM

VERTICAL

ANODE

9'-11"

LIFTING LUG (FCM), TYP.

HOLE, TYP.

2" DIA. DRAIN

ƒ" SKIN PL.

TOP GIRDER ƒ" PL.

VERTICAL END BEAM

RUBBER SEALS, TYP

(FCM), TYP.

LIFTING LUG

ƒ" SKIN PL.

ƒ" PLATES

BOTTOM GIRDER

ƒ" SEAL PLATES

BOTTOM SEAL AND

†" INTERCOSTAL PL.

WHEEL ASSEMBLY

FOR CONNECTING

1 •" DIA. HOLE

"16

DETAILS

WHEEL ASSEMBLY

SEE M-501 FOR

ASSEMBLY

FOR WHEEL AXEL

5" DIA. HOLE ±

NOTE 8, THIS SHEET

GATE STAMP,SEE

ANODE, TYP.

ANODE

GIRDER FLANGE PLATE DETAIL.

SEE S-501 FOR TOP AND BOTTOM

2'-9ƒ"2'-9ƒ"

(FCM) TYP.

LIFTING LUG

W12X58 TYP.

TYP.

SEE SHEET M-501,

WHEEL ASSEMBLY

TYP.

INTERCOSTAL PL.,

†" X 6"

†" INTERCOSTAL PL. TYP.

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PLAN VIEW

ISOMETRIC VIEW

A A

A SECTION VIEW

B SECTION VIEW

F L

O W

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

S-401

F L

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NOTES:

B

C

SHOWN FOR CLARITY

SIDE SEALS NOT

NOTE:

DOWNSTREAM ELEVATION

FLOW

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0 1' 2' 4'

SCALE: •" = 1'-0"

0 1' 2' 3'

SCALE: ƒ" = 1'-0"

GATE SYMMETRIC ABOUT

S-501

S-501

S-501

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EDGE TO EDGE OF VERTICAL END BEAMS

NOT SHOWN FOR CLARITY

VERTICAL SIDE SEALS

NOTE:

NOT SHOWN FOR CLARITY

AND WHEEL ASSEMBLIES

TOP SEALS, BOTTOM SEALS

NOTE:

S-503

0.000

0.002

THE DESIGN HEAD FOR JORDAN IS 112.28 FEET.

CAPACITY OF THE VERTICAL END BEAM. THE DESIGN HEAD FOR FALLS IS 93.65 FEET.

YEAR FABRICATED. THE STAMPING METHOD USED SHALL NOT AFFECT THE STRENGTH

PLACEHOLDER FOR THE WEIGHT OF THE GATE. "XXXX" IS A PLACEHOLDER FOR THE

POUNDS AND YEAR FABRICATED SHALL BE INCLUDED IN THE STAMP. "XX,XXX" IS A

FROM THE BOTTOM OF THE GATE AND CENTERED. THE DESIGN HEAD, WEIGHT IN

SHEET S-402. THE LETTERING SHALL BE ƒ INCH IN HEIGHT AND SHALL BE 5'-0"

STRESS STEEL STAMPS AS SHOWN IN VIEW "C" ON THIS SHEET AND VIEW "B" OF

BOTH GATES SHALL BE STAMPED ON BOTH VERTICAL END BEAMS USING LOW 8.

AND DIMENSIONED PER THE REQUIREMENTS DEFINED IN AISC.

ALL WELD ACESS HOLES FOR ROLLED WIDE FLANGE MEMBERS SHALL BE DETAILED 7.

RUBBER SEALS SHALL BE CONTINUOUS AND WATERTIGHT WITH VULCANIZED SPLICES.6.

STRUCTURES.

PAINT IN ACCORDANCE WITH SPECIFICATION SECTION 09 97 02 PAINTIING: HYDRAULIC5.

FILLET WELDS TO BE USED IN FABRICATION SHALL BE ‚" UNLESS NOTED OTHERWISE.4.

ALL WELDS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.3.

SPECIFICATION SECTION 05 59 13.

ALL MEMBERS IDENTIFIED AS FCM SHALL CONFORM TO THE REQUIREMENTS DEFINED IN

FRACTURE CRITICAL MEMBERS ARE DENOTED AS "FCM" ON THE CONTRACT DRAWINGS.2.

IN SPECIFICATIONS SECTION 05 59 13.

ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM DESGINATIONS DEFINED1.

XXXX

FABRICATED

XX,XXX LBS

93.65 FEET

DESIGN HEAD

S -4

J

O R

D G

A T

E .d g n

C VIEW

"4

9'-1

"2

8'-11

END BEAM

VERTICAL

"4

1'-3 "8

1'-6 "2

1'-9 "2

1'-9 "8

1'-6 "4

1'-3

LIFTING LUG (FCM) TYP.

W10x45, TYPICAL

•" SKIN PLATE

INTERCOSTAL PLATE

†" FULL DEPTH

•" SKIN PLATE

…" INTERCOSTAL PL.

†" INTERCOSTAL PL

SEE SHEET M-501

WHEEL ASSEMBLY

"16

2'-6"16

2'-6

2" DRAIN HOLE, TYP.

END BEAM

VERTICAL

RUBBER SEAL, TYP.

5"

END BEAM

VERTICAL

INTERCOSTAL PL.

…"x 5"

"4

9'-1

SHEET M-101

SEE DETAIL

SLUICE GATE

12"x12"

LIFTING LUG (FCM), TYP.

5" DIA. ANODE, TYP.

AND ƒ" SEAL PL.

BOTTOM SEAL

ƒ" PLATES

BOTTOM GIRDER

WHEEL AXLE ASSEMBLY

5" DIA. HOLE FOR

5" DIA. ANODE, TYP

LIFTING LUG (FCM), TYP.

SEAL PL., TYPICAL

J SEAL AND ƒ"

…" INTERCOSTAL PL

"8

11 1'-3" 1'-3" "8

11"8

7 "8

"2

6 "2

6 "2

6 "2

6 "2

6 3"3"

NOTE 8 SHEET S-401

GATE STAMP, SEE

DETAILS

WHEEL ASSEMBLY

SEE M-501 FOR

BOTTOM GIRDER ƒ" PL.

W10X45 TYP.

W10X45, TYP.

AND FAR SIDE, TYP.

5" DIA. HOLE NEAR SIDE

6" DIA. - •" PL. WITH

PLAN VIEW

DOWNSTREAM ELEVATION

ISOMETRIC VIEW

0 1' 2' 4'

SCALE: •" = 1'-0"

S-502

A

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

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

C

C

S-402

A SECTION

B

A A

B

NOTES:

S-402

F L

O W

FLOW

F L

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S-502

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

1' 6" 0 1' 2'

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F

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EDGE TO EDGE OF VERTICAL END BEAMS

CLGATE SYMMETRIC ABOUT

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SHEET ID

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XXXX

FABRICATED

XX,XXX LBS

WEIGHT

112.28 FEET

DESIGN HEAD

R 2"

S-502

TOP SEALS, BOTTOM SEALS

AND WHEEL ASSEMBLIES

NOT SHOWN FOR CLARITY.

U .S

A R

M Y C

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P S O

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ACCESS HOLES.

TOP AND BOTTOM GIRDERS DO NOT CONTAIN DRAIN HOLES OR WELD

SEE SHEET S-401 FOR GENERAL NOTES.94

2.

1.

NOTE:

S-502

S-402

C SECTION

S-402

B LEFT VIEW

FLAT HEAD HEX SCREW

PLATED COUNTERSUNK

•" DIA. ASTM A307 ZINC

†" PL.

ƒ" PL.

PL., TYP

‚" ROUND

"4

"16

1" R TYP

2" R TYP.

ƒ" BUILTUP GIRDER

19'-10"

"4

2"8

1'-6"8

1'-6 "2

1'-4 "2

10"2

1'-4"2

10"4

", TYP.8

"4

1 4

2" R. TYP.

†" INTERCOSTAL PL

W12X58

TYP.

1" R

"16

"8

4"4

1 "2

WITH ONE LOCK WASHER AND NUT.

COUNTERSUNK FLAT HEAD HEX SCREW

•" DIA. ASTM A307 ZINC PLATED

ƒ" SKIN PL.

2' R, TYP.

"16

INTO 4„" PL.

AND NUT, DRILLED AND TAPPED •"

SCREW WITH ONE LOCK WASHER

COUNTERSUNK FLAT HEAD HEX

•" DIA. ASTM A307 ZINC PLATED

WITH RUBBER SEAL, TYPICAL.

RADIUS AT CORNER CONTACT

4" X ƒ" BEARING PL., ‚"

WITH RUBBER SEAL, TYPICAL.

RADIUS AT CORNER CONTACT

4„" X ƒ" BEARING PL., ‚"

†" X 6" INTERCOSTAL PL

1" PL, TYP.

LIFTING LUG (FCM)

1" PL, TYPICAL

LIFTING LUG

LIFTING LUG (FCM), TYP.

WITH RUBBER SEAL, TYPICAL.

RADIUS AT CORNER CONTACT

4„" X ƒ" BEARING PL., ‚"

VERTICAL END BEAM

1" R TYP

2" R TYP.

2" R TYP.

W12X58

1" R TYP

W12X58

TOP GIRDER

ƒ" SKIN PL

†" INTERCOSTAL PL

ƒ" SKIN PL ƒ" SKIN PL

1" R TYP.

WITH ONE LOCK WASHER AND NUT.

COUNTERSUNK FLAT HEAD HEX SCREW

•" DIA. ASTM A307 ZINC PLATED

ONLY.

INTO 4„" X ƒ" PLATE

DRILLED AND TAPPED

HEAD HEX SCREW.

COUNTERSUNK FLAT

ZINC PLATED

•" DIA. ASTM A307

WITH RUBBER SEAL, TYPICAL.

RADIUS AT CORNER CONTACT

4„" X ƒ" BEARING PL., ‚"

SEAL, TYPICAL.

CONTACT WITH RUBBER

‚" RADIUS AT CORNER

4" X ƒ" BEARING PL., RUBBER SEAL, TYPICAL.

AT CORNER CONTACT WITH

4" X ƒ" BEARING PL., ‚" RADIUS

45°

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TYP.

M.T. 100% U.T. 100%

C.J.P.

TYP.

M.T. 100% U.T. 100%

C.J.P.

DETAIL

SCALE: 3"=1'-0"S-401

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

NOTES:

0 6" 1' 2'

SCALE:1-1/2"=1'

CONTACT WITH RUBBER SEAL, TYPICAL.

SEAL BEARING PL. HAS ‚" RADIUS AT CORNER3.

BEYOND THE NUT.

PROVIDE A MINIMUM OF •" STICK-OUT

ALL BOLT LENGTHS SHALL BE SIZED TO2.

FOR GENERAL NOTES, SEE SHEET S-401.1.

S-501

S-401

2 DETAIL

S-401

3DETAIL

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

S-401

4 DETAIL

SCALE: 3"=1'-0"

S-401

D

SCALE: 3"=1'-0"

D

VIEW 0

SCALE: 3" = 1'-0"

12"9"6"3"

S H

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T O

F

D E

T A

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S B .E J

O R

D A

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M E

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C Y G

A T

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TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

†" INTERCOSTAL PL

H U

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A M E

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A T

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A B

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SCALE: ƒ"=1'-0"

FLANGE PLATE DETAIL

TOP AND BOTTOM GIRDER

E

E

S-501

E VIEW

SCALE: ƒ"=1'-0"

S -5

.D

G N

TYP.

M.T. 100% U.T. 100%

C.J.P.

R

2" R

J SEAL, TYP. W10X45, TYP.

•" SKIN PL.

…"X5" INTERCOSTAL PLATE

•" SKIN PL.

W10X45, TYP.

W10X45, TYP.

RUBBER SEAL

"8

4 4"

W10X45

W10X45

SEAL, TYP.

RUBBER

•" SKIN PL.

•" SKIN PL.

•" SKIN PLATE

†" INTERCOSTAL PL.

WITH ONE LOCK WASHER AND NUT, TYP.

COUNTERSUNK FLAT HEAD HEX SCREW

•" DIA. ASTM A307 ZINC PLATED

WITH RUBBER SEAL, TYP.

RADIUS AT CORNER CONTACT

4" X ƒ" BEARING PL., 1/4"

WITH RUBBER SEAL, TYP.

RADIUS AT CORNER CONTACT

4„" X ƒ" BEARING PL., 1/4"

1•" R TYP.

"8

1" R, TYP.

2" R, TYP.

1" R, TYP.

WITH RUBBER SEAL, TYP.

RADIUS AT CORNER CONTACT

4" X ƒ" BEARING PL., 1/4"

WITH RUBBER SEAL, TYP.

RADIUS AT CORNER CONTACT

4„" X ƒ" BEARING PL., 1/4"

BOTTOM ƒ" BUILT-UP GIRDER

LOCK WASHER AND NUT, TYP.

HEAD HEX SCREW WITH ONE

PLATED COUNTERSUNK FLAT

•" DIA. ASTM A307 ZINC

RUBBER SEAL, TYP

ƒ" PL., TYP.

†" PL., TYP.

SEE SHEET M-501

WHEEL ASSEMBLY1" R, TYP.

PL.

SCREW DRILLED AND TAPPED INTO BEARING

WITH ONE LOCK WASHER AND NUT, BOTTOM

COUNTERSUNK FLAT HEAD HEX SCREW

•" DIA. ASTM A307 ZINC PLATED

LIFTING LUG (FCM), TYP.

1" PL. (FCM)

W10X45

BEARING PL.

…" X 5" INTERCOSTAL PL.

F

IL

E N

A M

E

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

"x

S

IZ

E

SCALE: 3"= 1'-0"

DETAIL

SCALE: 3"= 1'-0"

DETAIL

S-402

S-402

S-402

A

SCALE: 3" = 1'-0"

12"9"6"3"

S-502

0 6" 1' 2'

SCALE: 1- •" = 1'-0"

SCALE: 1 •"= 1'-0"

SECTION

S H

E E

T O

F

D E

T A

IL

S F

A L L S S

E R

V

IC

E G

A T

E

TYP.

M.T. 100%

TYP.

M.T. 100%

W A

K E F

O R

E S

T

N O

R T

H C

A R

O L

IN

A F

A L L S D

A M S

E R

V

IC

E G

A T

E M

O N

C U

R E

N O

R T

H C

A R

O L

IN

A B E

V E

R E

T T J

O R

D A

N D

A M E

M E

R G

E N

C Y G

A T

E F

A B

R

IC

A T

IO

N O

F G

A T

E S

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

E

IG

T H S

T R

E E

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

D S

P C

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S -5

D E

T .d g n

NOTES:

CLOF GATE

A

S-502

SECTION

S-502

A

"16

4R

R

CLOF HOLE

DETAIL

S-402

SCALE: 3" = 1'-0"

TYP.

M.T. 100%

TYP.

M.T. 100% U.T. 100%

C.J.P.

TYP.

M.T. 100%

TYP.

M.T. 100%

TYP.

M.T. 100%

P L

U F F

M

B O

W D

E N

J

C A

S T

O

D S

U L L

IV

A N

F Y

"x

S

IZ

E

• 1"

1"

TYP.

M.T. 100%

TYP.

M.T. 100% U.T. 100%

C.J.P.

CORNER CONTACT WITH RUBBER SEAL, TYPICAL

SEAL BEARING PL. HAS ‚" RADIUS AT3.

•" STICK-OUT BEYOND THE NUT.

ALL BOLT LENGTHS SHALL BE SIZED TO PROVIDE2.

FOR GENERAL NOTES SEE SHEET S-401.1.

1"

2"

5" DIA.

Œ" DIA

ALLOY BUTTON ANODE

POTENTIAL MAGNESIUM

2x5 RCE HIGH

END BEAM

ƒ" VERTICAL

"4

"4

1" "2

2"2

21" ƒ

S P

A C

E

"2

21""

A C

"8

4" 8

3"

"2

"2

"4

V E

R T

IC

L

A L

S

H O

R

IZ

O N

T

A L

S ƒ

V E

R T

IC

A L

A C

"4

"4

"16

"8

AN ADDITIONAL „"

HOLE TO BE RECESSED

COUNTERSUNK SCREWS.

Œ" DIA BOLT HOLE FOR

AN ADDITIONAL „"

HOLE TO BE RECESSED

COUNTERSUNK SCREWS.

Œ" DIA BOLT HOLE FOR

AN ADDITIONAL „"

HOLE TO BE RECESSED

COUNTERSUNK SCREWS.

Œ" DIA BOLT HOLE FOR

WASHER AND NUT

BOLT W/ LOCK

GALVANIZED

HOT DIPPED

•" DIA ASTM 307

"2

21"

"2

1"4

F

IL

E N

A M

E

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

"x

S

IZ

E

NOTES:

FOR GENERAL NOTES, SEE SHEET S-401.1.

S-503

S-401

N.T.S.

N.T.S. N.T.S.

S H

E E

T O

F

M

IS

C E

L L

A N

E O

U S D

E T

A

IL

S S

E R

V

IC

E A

N D E

M E

R G

E N

C Y G

A T

E

PLATE DETAIL

SIDE SEAL

EMERGENCY GATE

SEAL PLATE DETAIL

TOP & BOTTOM

EMERGENCY GATE

N.T.S.

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

E

IG

T H S

T R

E E

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

D S

P C

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

K E F

O R

E S

T

N O

R T

H C

A R

O L

IN

A F

A L L S D

A M S

E R

V

IC

E G

A T

E M

O N

C U

R E

N O

R T

H C

A R

O L

IN

A B E

V E

R E

T T J

O R

D A

N D

A M E

M E

R G

E N

C Y G

A T

E F

A B

R

IC

A T

IO

N O

F G

A T

E S

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

E

IG

T H S

T R

E E

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

D S

P C

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S -5

.d g n

P L

U F F

M

B O

W D

E N

J

C A

S T

O

D S

U L L

IV

A N

F Y

BOLT W/ LOCK WASHER AND NUT

ASTM 307 HOT DIPPED GALVANIZED

ANODE CONNECTED WITH •" DIA

MAGNESIUM ALLOY BUTTON

2X5 RCE HIGH POTENTIAL

NOTE:

H O

R

IZ

O N

T

A L

S

P A

C

N.T.S.

SEAL PLATE DETAILS

TOP, BOTTOM, AND SIDE

SERVICE GATE

N.T.S.

ANODE CONNECTION

ANODE DETAIL

BOTTOM SEAL DETAIL

EMERGENCY GATE

TOP AND SIDE SEAL DETAIL

EMERGENCY GATE

N.T.S.N.T.S.

TOP AND SIDE SEAL DETAIL

SERVICE GATE

BOTTOM SEAL DETAIL

SERVICE GATE

R

S

P

T T

U

A

B

C D

E F

G H

I J

K L

M N

O R

Q 0.125 --

SKIN PLATE

F

IL

E N

A M

E

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

"x

S

IZ

E

S-701

NOTES:

0 1' 2' 4'

SCALE: •" = 1'-0"

P L

U F F

M

B O

W D

E N

J

C A

S T

O

D S

U L L

IV

A N

F Y

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

E

IG

T H S

T R

E E

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

D S

P C

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

K E F

O R

E S

T

N O

R T

H C

A R

O L

IN

A F

A L L S D

A M S

E R

V

IC

E G

A T

E M

O N

C U

R E

N O

R T

H C

A R

O L

IN

A B E

V E

R E

T T J

O R

D A

N D

A M E

M E

R G

E N

C Y G

A T

E F

A B

R

IC

A T

IO

N O

F G

A T

E S

ELEVATION END VIEW

PLAN

DIMENSION

A

B

C

D

E

F

G

H

I

J

K

OVERALL HEIGHT OF FRAMING

OUT

CALL

L

M

N

O

P

Q

OUTSIDE EDGE TO EDGE OF VERTICAL

G9 BOTTOM FLANGE EDGE TO BOTTOM GIRDER TOP EDGE

TOP GIRDER BOTTOM EDGE TO G1 BOTTOM FLANGE EDGE

G1 BOTTOM FLANGE EDGE TO G2 BOTTOM FLANGE EDGES

G2 BOTTOM FLANGE EDGE TO G3 BOTTOM FLANGE EDGES

G3 BOTTOM FLANGE EDGE TO G4 BOTTOM FLANGE EDGES

G4 BOTTOM FLANGE EDGE TO G5 BOTTOM FLANGE EDGES

G5 BOTTOM FLANGE EDGE TO G6 BOTTOM FLANGE EDGES

G6 BOTTOM FLANGE EDGE TO G7 BOTTOM FLANGE EDGES

G7 BOTTOM FLANGE EDGE TO G8 BOTTOM FLANGE EDGES

G8 BOTTOM FLANGE EDGE TO G9 BOTTOM FLANGE EDGES

OVERALL HEIGHT

SKIN PLATE FLATNESS

S

U*

R*

T

DESCRIPTION

OUTSIDE EDGE TO EDGE OF FRAME

CENTER TO CENTER OF LIFTING LUG

INSIDE EDGE TO INSIDE EDGE OF LIFTING LUGS

S H

E E

T C

O N

T R

O L D

IM

E N

S

IO

N J

O R

D A

N E

M E

R G

E N

C Y G

A T

E

DIAGONAL CORNER TO CORNER OF FRAME

DIAGONAL CORNER TO CORNER OF FRAME

S -7

C O

N T .d g n

ALL STRUCTURAL FRAMING SHOWN ON THIS SHEET.2.

FOR GENERAL NOTES SEE SHEET S-401.1.

V -

ALIGNMENT

WHEEL

0.0625 -- V

WHEEL ASSEMBLY ALIGNMENT

* MEASURE AT EACH POSSIBLE LOCATION

WHEEL CENTER TO DOWNSTREAM EDGE

CENTER OF LIFTING LUG PICK UP TO SKIN PLATE EDGE

T

U

R

V

A

BQ

T

S 0.125 --

SKIN PLATE

E F

G H

I J

K L

M N

P

D

C

F

IL

E N

A M

E

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

"x

S

IZ

E

S-702

NOTES:

0 1' 2' 4'

SCALE: •" = 1'-0"

P L

U F F

M

B O

W D

E N

J

C A

S T

O

D S

U L L

IV

A N

F Y

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

H U

N T

IN

G T

O N

W E

S T V

IR

G

IN

IA

E

IG

T H S

T R

E E

T H

U N

T

IN

G T

O N D

IS

T R

IC

T

D S

P C

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W A

K E F

O R

E S

T

N O

R T

H C

A R

O L

IN

A F

A L L S D

A M S

E R

V

IC

E G

A T

E M

O N

C U

R E

N O

R T

H C

A R

O L

IN

A B E

V E

R E

T T J

O R

D A

N D

A M E

M E

R G

E N

C Y G

A T

E F

A B

R

IC

A T

IO

N O

F G

A T

E S

ELEVATION END VIEW

PLAN

DIMENSION

A

B

C

D

E

F

G

H

I

J

K

OVERALL HEIGHT OF FRAMING

OUT

CALL

L

M

N

O

P

Q

OUTSIDE EDGE TO EDGE OF VERTICAL

G9 BOTTOM FLANGE EDGE TO G10 BOTTOM FLANGE EDGES

G1 BOTTOM FLANGE EDGE TO G2 BOTTOM FLANGE EDGES

G2 BOTTOM FLANGE EDGE TO G3 BOTTOM FLANGE EDGES

G3 BOTTOM FLANGE EDGE TO G4 BOTTOM FLANGE EDGES

G4 BOTTOM FLANGE EDGE TO G5 BOTTOM FLANGE EDGES

G5 BOTTOM FLANGE EDGE TO G6 BOTTOM FLANGE EDGES

G6 BOTTOM FLANGE EDGE TO G7 BOTTOM FLANGE EDGES

G7 BOTTOM FLANGE EDGE TO G8 BOTTOM FLANGE EDGES

G8 BOTTOM FLANGE EDGE TO G9 BOTTOM FLANGE EDGES

OVERALL HEIGHT

SKIN PLATE FLATNESSS

U*

R*

T

DESCRIPTION

OUTSIDE EDGE TO EDGE OF FRAME

CENTER TO CENTER OF LIFTING LUG

DIAGONAL CORNER TO CORNER OF FRAME

DIAGONAL CORNER TO CORNER OF FRAME

S -7

C O

N T .d g n

S H

E E

T C

O N

T R

O L D

IM

E N

S

IO

N F

A L L S S

E R

V

IC

E G

A T

E

ALL STRUCTURAL FRAMING SHOWN ON THIS SHEET.2.

FOR GENERAL NOTES SEE SHEET S-401.1.

G12 BOTTOM FLANGE EDGE TO BOTTOM GIRDER TOP EDGE

G10 BOTTOM FLANGE EDGE TO G11 BOTTOM FLANGE EDGES

G11 BOTTOM FLANGE EDGE TO G12 BOTTOM FLANGE EDGES

V

* MEASURE AS EACH POSSIBLE LOCATIONS

0.0625 -- W

ASSEMBLY

WHEEL

W WHEEL ALIGNMENT -

CENTER OF LIFTING LUG PICK UP TO SKIN PLATE EDGE

WHEEL CENTER TO DOWNSTREAM EDGE

2' 8"

SKIN PLATE TO STEM

"4

(SEE SPECIFICATIONS)

NON-RISING STEM

12" SQUARE OPENING

STANDARD SLIDE GATE

OF GATE SLOT

UPSTREAM FACE

†" CL

GUIDE SUPPORT

" NEOPRENE PAD2

GATE & BRACKETS

PROJECTION OF

7•" MAX

PL. 1" X 8"

5"

" A-307 BOLTS & MATCHING NUTS2

PLATE WITH (6)

" BOTTOM FLANGE2

O P

E N

IN

G

ASTM A320 BOLTS & NUTS

"4

GIRDER

INTERCOSTAL

INTERFERENCE WITH GATE FRAMEWORK.

HOLE LOCATIONS MUST AVOID

LAYOUT OF THE GIRDERS. MOUNTING

OF DIFFERENT LENGTHS DUE TO

FRAME. NOTE THAT BOLTS MAY BE

BOLTING PATTERN FOR PIGGTYBACK

& GIRDER FLANGES MUST MATCH

HOLES IN GATE SKIN PLATE

STEM TO PIPE

COUPLING

PL. 5/8" THICK (TYP.)

GUIDE SUPPORT

(SEE NOTE 10)

(PROVIDED BY GATE MANUFACTURER)

NON-RISING STEM

W10X45 (TYP)

GIRDER:

(PROVIDED BY GATE MANUFACTURER)

THRUST BEARING ASSEMBLY

BUSHINGS (SEE SPECS)

ALUMINUM BRONZE

ALL GUIDE ARE TO HAVE

PL. 1" x 71/2" x 1'-0"

PL. 1" x 71/2" x 1'-0"

PL.

SKIN

" PL.8

7"X84

31'-2

" PL.8

7"X84

31'-1

F

IL

E N

A M

E

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

"x

S

IZ

E

UPSTREAM ELEVATION

M-101

B

NOTES:

1.

CL

MAIN GATE

M-101

A

M-101

A

CL

GATE

PIGGY BACK

CL

0 1' 2' 3'

SCALE: 3/4"=1'

2.

3.

SEE SPECIFICATIONS FOR PIGGY BACK GATE

PIPE MUST BE ASTM A53 GRADE B. UNLESS OTHERWISE NOTED.

GUIDE & THRUST BRACKETS MUST CONFORM TO ASTM A36.

4. PIPE & BRACKETS SHALL BE GALVANIZED.

(SEE NOTE 5)

(SEE NOTE 8)

5.

6. THE PIGGYBACK GATE MUST BE INSTALLED ON THE MAIN GATE PRIOR TO SHIPMENT FROM FABRICATION SHOP.

DIMENSION MUST BE FIELD VERIFED. CONTACT CONTRACTING OFFICER IF DISCREPANCY IS ENCOUNTERED.

7.

8.

1" T Y P

R

INSTALLATION OF PIGGY BACK GATE.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE GASKET FOR

THE SURFACE IS TO HAVE A MINIMUM OF A 125 MICRO INCH FINISH.

" OF MATERIAL SHALL BE REMOVED.16

NO MORE THAN

AREA WHERE GATE MOUNT TO SKIN PLATE MUST BE MACHINED FLAT.

NOTE:

DETAILS REFER TO DRAWING M-501 & M-502.

WHEELS & AXLES NOT SHOWN ON THIS DRAWING. FOR WHEEL/AXLE

NOTE:

SCALE: 1 •" = 1'M-101

A PIGGY BACK FLOW CONTROL GATE

SCALE: 3" = 1'

GATE INSTALLATION AT PROJECT IS NOT PART OF THIS CONTRACT.

& THE BOLTS & NUTS FOR ASSEMBLY. BOLT CIRCLE IN THE EXISTING BOTTOM FLANGE IS TO BE FIELD VERIFIED.

FOR CONNECTION OF THE GATE STEM TO THE PIPE, BOTTOM FLANGE PLATE, NEOPRENE PAD,

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A 12' PIECE OF 2" PIPE, COUPLING

9.

MANUFACTURER'S RECOMMENDATIONS.

SPACING OF THE THRUST & GUIDE BRACKETS SHALL BE IN ACCORDANCE WITH PIGGY BACK GATE

M-101

B GATE MOUNTING DETAIL

PIGGY BACK CUTOUT &

10.

THE MANUAL OPERATION OF THE PIGGYBACK GATE.

NOT INCLUDED IN THE CONTRACT. REFER TO R-001 FOR INFORMATION ON COMPONENTS ASSOCIATED WITH

CONTRACT. ADDITIONALLY, ALL ITEMS LOCATED ABOVE THIS POINT IN THE GATE HOUSE (AT THE PROJECT) ARE

EXISTING 1-1/2" X 1-1/2" SQUARE BAR & TOP FLANGE ASSEMBLY. THESE ITEMS ARE NOT INCLUDED IN THIS

ALL SUPPORT BRACKET TO GATE WELDS SHALL BE 1/4" FILLET WELDS UNLESS OTHERWISE SPECIFIED.

PIPE

2" STD

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G T

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-1 .d g n

TYP.

MT 100%

10.

AND OTHER PLATES TO PREVENT INTERSECTING WELDS.

PROVIDE MINIMUM 1" DIA. WELD ACCESS HOLES ON GUIDE BRACKETS

TYP.

MT 100%

TYP.

UT 100%

ƒ"

M-501-1

M-501-2

M-502-3

AXLE

M-502-7

BEARING COVER

M-502-6

BEARING RETAINER

M-502-4

BEARING

M-502-5

SEAL RETAINER

1" SQUARE ADJUSTMENT

(SEE STRUCTURAL DRAWINGS)

VERTICAL GATE PLATES

REF.

(8 PER ASSEMBLY)

M-501-4

HEX HD. BOLT

(5 PER ASSEMBLY)

M-501-5

FLAT HD. BOLT

"16

(SEE NOTE 4)(2 PER ASSEMBLY)

MK-501-6

PLUG

(SEE STRUCTURAL DRAWINGS)

VERTICAL GATE PLATES

REF.

" GREASE PATH4

M-501-7

O-RING

(6 PER ASSEMBLY)

M-501-3

HEX HD. BOLT

M-501-8

OIL SEAL

M-502-2 (FALLS)

M-502-1 (JORDAN)

GATE WHEELS

F

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G

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.E J

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D

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G

T E

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(TYP 2)

BAR STOCK

1-1/2" X 1-1/2" X 3/4"

"2

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®of Engineers

US Army Corps

"x

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M-501

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M-501

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NOTES:

1.

2.

MAKE (14) 16" WHEEL ASSEMBLIES (FALLS)

MAKE (12) 18" WHEEL ASSEMBLIES (JORDAN)

APPLY ANTI-SIEZE TO ALL FASTENER & PLUG THREADS PRIOR TO INSTALLATION

3. THE FALLS & JORDAN ASSEMBLIES DIFFER ONLY IN THAT THE WHEELS ARE DIFFERENT DIAMETERS.

(S E

E N

O T

E

QTY. DESCRIPTION

ISOMETRIC VIEW

SCALE: 6"=1'

2" 4"1"

SCALE: 6"=1'M-501

A WHEEL/AXLE ASSEMBLIES DETAIL

CL

CL AXLE

CL BEARING

" X 1" LG ASTM A193 B88

HEX HEAD BOLT, 156

208 " LG ASTM A193 B82

" X 1-2

HEX HEAD BOLT,

" BRASS4

PIPE PLUG, 52

4.

"4

THE DEPTH OF THE FLAT SPOT SHALL NOT EXCEED

KEEP AXLES FROM ROTATING. REFER TO DETAIL ON THIS DRAWING FOR MORE INFORMATION

FINAL SHOP ADJUSTMENTS, WELD 3/4" KEY STOCK TO THE STRUCTURAL PLATE TO

MILL FLAT SPOTS IN AXLE IN 4 LOCATIONS (90 DEGREES APART). AFTER MAKING

5.

M-501

B

M-501

B

SCALE: FULLM-501

B AXLE KEEPER DETAIL

" WIDE CHESTERTON EPS 30K OR EQUAL2

OIL SEAL, 5.50" OD X 4.50" ID X

" - 4, ASTM A194 GR. 82

HEX NUT, 1-

JAM NUT, 1-1/2" - 4, ASTM A194 GR. 8

6.

ARE TO BE PAINTED WITH A WELDABLE PRIMER ON ALL SIDES PRIOR TO BEING WELDED TO THE GATES.

ALL ITEMS ARE TO BE PAINTED IN ACCORDANCE WITH 09 97 02. THE KEYSTOCK KEEPERS

LC AXLE

LOCATING SHOULDER TO WHEEL CENTERLINE

TYP

0 1' 2' 3'

SCALE: 3/4"=1'

(PRESS FIT INTO WHEELS)

MK#

M-501-1

M-501-2

M-501-3

M-501-4

M-501-5

M-501-6

M-501-7

M-501-8

O-RING, (-262 SIZE), PER AS 568A

ENSURE THAT ALL WHEELS ARE IN THE SAME PLANE.

THE AXLE HAS IS 1/8" ECCENTRIC WITH THE BEARING. THE ECCENTRICITY IS TO BE USED TO

WITH GREASE

RETAINER & COVER

FILL AREA BETWEEN

" LG ASTM A193 B62

" X 1-2

FLAT SOCKET HD. CAP SCREW

SHOP DRAWING SHALL BE SUBMITTED FOR ALL FABRICATED ITEMS.

ALL PURCHASED PRODUCTS MUST BE SUBMITTED TO THE GOVERNMENT FOR APPROVAL.

R E F

M-501

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AS SHOWN ON M-501

MILL FLAT SPOTS FOR KEEPER

"2

"16

"16

"2 121"

.9

.0

.0

.5

.5

.5

.5

.4

.4

.5

.5

ON A 3" B.C.

EVENLY SPACED

(5) M-501-5

DRILL & TAP FOR

"4

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WHEEL DETAIL

MAKE 26

SLEEVE BEARING

BEARING COVER

SEAL RETAINER

BEARING RETAINER

A-A B-B

1 •"-4-UNC-2A

BEARING

AXLE

NOTES:

1.

MAKE 26

MAKE 26

MAKE 26

MAKE 26

C-C

MATERIAL: ASTM A504 CL. C

MAKE 14

FOR M-501-4

DRILL & TAP

THRU

DRILL

Ø ‚"

BREAK SHARP EDGES

M-501-7

GROOVE FOR

ƒ

3"

MATERIAL: ASTM A572 GR. 50

MATERIAL: ATSM A564 TYPE 630 C0ND H1150, MIN YIELD = 105 KSI

CL

CL

INTERSECT THRU DRILL

‚" DRILL TO

MK-502-2

MAKE 12

OTHERWISE STATED.

SURFACES MARKED SHALL HAVE A FINISH UNLESS

2. THE OD FOR MK-502-1 IS 18.000

+.002 -.000

THE OD FOR MK-502-2 IS 16.000

+.002 -.000

3.

OTHERWISE SPECIFIED.

ALL TOLERANCES ARE TO BE UNLESS-+64

4. ALL THREADS ARE TO BE A UNC CLASS 2 FIT.

UNIT WT.: 85 LB.

UNIT WT.: 207 LB

UNIT WT.: 3 LB

MATERIAL: ASTM A572 GD. 50

MATERIAL: ASTM A572 GD. 50

UNIT WT.: 3 LB

UNIT WT.: 9.2 LB

UNIT WT.: 9.7 LB

UNIT WT.: 157 LB

5. PRESS FIT MK-502-4 INTO MK-502-1 & MK-502-2.

(SELF LUBRICATED - SEE SPECS)

MATERIAL: ASTM B148-C95500

APART

DRILL (4) ‚"

6. WHEELS MUST BE OF ONE PIECE CONSTRUCTION

DRILL (4) ‚" HOLES

SCALE: 6"=1'

2" 4"1"

M-502

B

M-502

B

M-502

A

M-502

A

M-502

D

M-502

D

D-D

M-502

C

M-502

C

7.

".2

325 BHN AT A MINIMUM DEPTH OF

RIM OF WHEELS ARE TO BE HARDENED TO A MINIMUM OF

8. BEARINGS ARE TO BE PRESS FIT INTO WHEELS

(NOTE 8)

BEARINGCL

R ˆ"MAX

B .C

B .C

MK M-502-1

M-502-3 AXLE DETAIL

MK M-502-3

" B .C

9.

(1) SERVICE GATE (1) EMERGENCY GATE.

QUANTITIES ARE FOR A TOTAL OF TWO GATES.

10.

ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.

MUST ENSURE THAT FIT FOR FURNISHED BEARINGS ARE IN

ACCORDANCE WITH RBC RECOMMENDATIONS. CONTRACTOR

THE BEARING TO AXLE & BEARING TO HOUSING FITS ARE IN

B .C

MK M-502-7

MK M-502-4

MK M-502-5

MK M-502-6

" DRILL4

REF

ON B.C.

SPACED

EQUALLY

(6) M-501-3

TAP FOR

DRILL &

MAX

R ˆ"

ON B.C.

EQUALLY SPACED

FOR (8) M-501-4

DRILL & TAP

SPACED ON B.C.

FOR M-501-5 EQUALLY

(6) Œ" HOLES

DRILL & COUNTER-SINK

SPACED ON B.C.

FOR M-501-4 EQUALLY

DRILL (8) Œ" HOLES

PRESS FIT.

FINAL ID AFTER

MACHINE TO

NOTE:

SPACED ON B.C.

M-501-3 EQUALLY

HOLES FOR

DRILL (6)‹"

…" WD. X …" DP.

GREASE GROOVE

BOTH ENDS

M-502

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IN

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IN

L E

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N O

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A F

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NOTES:

1.

THE PROJECT ARE NOT INCLUDED IN THIS CONTRACT.

CONTRACTS & IS BEING PROVIDED FOR INFORMATION ONLY. INSTALLATION OF GATES AT

INFORMATION CONTAINED ON THIS DRAWINS IS FROM THE ORIGINAL GATE INSTALLATION

FOR INFORMATION ONLY

SCALE: N.T.S.

MANUAL CRANK & GATE STEM DETAILS - SERVICE GATE ONLY

R-001

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SHEET ID

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US Army Corps