A22._IW159-PLANS-2017-06-15-FINAL.pdf

MACK.THOMAS.E.1230411235

2017.06.14 14:10:24 -05'00'

Digitally signed by LANDWEHR.KEVIN.J.1230550367 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=LANDWEHR.KEVIN.J.1230550367 Date: 2017.06.14 15:27:39 -05'00'

Digitally signed by STEWART.MATTHEW.E.1231228442 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=STEWART.MATTHEW.E.1231228442 Date: 2017.06.14 15:25:44 -05'00'

Digitally signed by MOTT.RONALD.L.1231238138 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=MOTT.RONALD.L.1231238138 Date: 2017.06.15 11:24:42 -05'00'

Digitally signed by PERK.ROGER.A.1231360758 Date: 2017.06.15 14:57:40 -05'00'

HAMILTON.DENNIS.W.123

1227810

Digitally signed by HAMILTON.DENNIS.W.1231227810 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=HAMILTON.DENNIS.W.1231227810 Date: 2017.06.15 15:30:13 -05'00'

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SHT. ID DESCRIPTIONS FILE NAMES

SPARE CULVERT VALVECONSTRUCTION DRAWINGS

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CULVERT VALVE CONTROL DIMENSIONS AND TOLERANCES

DETAILS SHEET 4

DETAILS SHEET 3

DETAILS SHEET 2

DETAILS SHEET 1

UPSTREAM ELEVATION SECTIONS PLUS COMPONENTS

DOWNSTREAM ELEVATION SECTIONS FRAME

UPSTREAM ELEVATION SECTIONS FRAME

UPSTREAM ELEVATION AND SECTIONS PLUS COMPONENTS

DOWNSTREAM ELEVATION AND SECTIONS FRAMES

UPSTREAM ELEVATION AND SECTIONS FRAMES

UPSTREAM AND DOWNSTREAM ISOMETRIC VIEWS

STRUCTURAL NOTES

DRAWING INDEX

COVER SHEET

S-505

S-504

S-503

S-502

S-501

S-303

S-302

S-301

S-203

S-202

S-201

S-101

S-001

G-002

G-001

458356_IW159_S-505

458356_IW159_S-504

458356_IW159_S-503

458356_IW159_S-502

458356_IW159_S-501

458356_IW159_S-303

458356_IW159_S-302

458356_IW159_S-301

458356_IW159_S-203

458356_IW159_S-202

458356_IW159_S-201

458356_IW159_S-101

458356_IW159_S-001

458356_IW159_G-002

458356_IW159_G-001

SOLICITATION

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STRUCTURAL STEEL:

WELDING:

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NOTE:

- SIDE SEAL FRICTION COEFFICIENT, = 0.75

- ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE (UHMWPE) SLIDE FRICTION COEFFICIENT, = 0.167

- ACCESSORIES ARE APPROXIMATELY 0.83 KIPS

- CULVERT VALVE IS APPROXIMATELY 8.3 KIPS

THE ESTIMATED DRY WEIGHT OF EACH GATE IS 9.130 KIPS

1. CULVERT VALVE DESIGN DATA:

SOLICITATION

ACCESS HOLES BY CONTRACTING OFFICER.

EPOXY (ONE SUCH PRODUCT IS BELZONA 1111) AFTER APPROVAL OF THE PLACEMENT OF THE WELD

PENETRATE THE DAMMING SURFACE SHALL BE FILLED WITH A GOVERNMENT APPROVED TWO-PART

10. PROVIDE WELD ACCESS HOLES TO AVOID INTERSECTING WELDS. ANY WELD ACCESS HOLES THAT

9. ALL WELDS SHALL BE WRAPPED U.N.O.

8. ALL BUTT JOINT WELDS SHALL BE GROUND SMOOTH.

7. WHEN POSSIBLE, GRIND ALL WELD TERMINATIONS SMOOTH.

INSPECTED WITH ULTRASONIC TESTING (UT) AND ACCEPTED PER AWS D1.5.

AWS D1.5. AFTER REINFORCING FILLET WELDS HAVE BEEN PLACED ON FCM, WELDS SHALL BE

6. REINFORCING FILLET WELDS SHALL BE USED ON FRACTURE CRITICAL MEMBERS (FCM) U.N.O. PER

NEXT CLOSEST THICKNESS AND PROVIDE SMOOTH TRANSITION OF 2.5:1.

5. WELDS SHOULD BE GROUND FLUSH IF GUSSET PLATE CAN MATCH THICKNESS OTHERWISE, CHOOSE

THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL.

ANY WELD THAT CANNOT BE SEALED SHALL BE IDENTIFIED ON SHOP DRAWINGS AND SENT TO

APPLICATION AND STORAGE OF PRODUCT SHALL FOLLOW MANUFACTURER RECOMMENDATIONS.

IS BELZONA 1111) THAT ADHERES TO ALL SPECIFICATION REQUIREMENTS DETAILED IN 05 12 00.

CANNOT BE WRAPPED SHALL BE SEALED WITH AN APPROVED EPOXY (ONE SUCH PRODUCT

DRAWINGS, OR THE REQUIRED REINFORCING FILLET WELD SIZE. ANY WELDS THAT

4. ALL WELDS SHALL BE WRAPPED USING THE REQUIRED FILLET WELDS SIZE SHOWN ON THE

DETAILED TO PROVIDE ROOM FOR WELD BACKING AS NEEDED.

IT NEED TO EXCEED 2 IN. EXCEPT WHERE SHOWN OR SPECIFIED. THE ACCESS HOLE SHALL BE

THE THICKNESS OF THE MATERIAL WITH THE ACCESS HOLE, BUT NOT LESS THAN 1 IN. NOR DOES

MATERIAL IN WHICH THE HOLE IS MADE. THE HEIGHT OF THE ACCESS HOLE SHALL BE 1 1/2 TIMES

FROM THE TOE OF THE WELD PREPARATION NOT LESS THAN 1 1/2 TIMES THE THICKNESS OF THE

3. WELD ACCESS HOLES REQUIRE TO FACILITATE WELDING OPERATIONS SHALL HAVE A LENGTH

FOR CONTRACTING OFFICER (KO) APPROVAL.

THE LIST SHALL BE ADDED TO THE FIRST PAGE OF THE SHOP DRAWINGS AND SHALL BE PROVIDED

SHALL BE PROVIDED IN LIST FORM IDENTIFYING WHICH SHOP DRAWING SHEET THE WELD IS LOCATED ON.

AND CLOUDED FOR APPROVAL. ALL MISSING WELDS ADDED BY THE CONTRACTOR TO THE SHOP DRAWINGS

2. ALL WELDS NOT SHOWN ON THE CONTRACT DRAWINGS SHALL BE IDENTIFIED ON THE SHOP DRAWINGS

EXCEPT BY WRITTEN PERMISSION FROM THE CONTRACTING OFFICER.

VALVE CONNECTIONS U.N.O. WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED

1. ALL STRUCTURAL WELDING SHALL CONFORM TO ALL REQUIREMENTS AS STATED IN 05 59 13 FOR

AVAILABLE SHIMS INSTALLED.

20. ALL BOLTS THROUGH SHIMS SHALL HAVE SUFFICIENT LENGTH TO FULLY ENGAGE THE NUT WITH ALL

EXCESSIVE DEFORMATION OF SEALS OR SLIDERS.

19. ALL BOLTS THROUGH SEAL BARS AND SLIDERS SHALL HAVE 50 FT-LB OF TORQUE APPLIED WITHOUT

18. ALL STEEL SHIMS WILL BE ASTM A36, AND THEY SHALL ONLY RECEIVE A PRIMER COATING.

CONTRACTING OFFICER REVIEW AND APPROVAL.

17. BEFORE FABRICATION OF STEEL, FABRICATOR SHALL SUBMIT A DISTORTION CONTROL PLAN FOR

16. ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (1) VALVE.

BE PAINTED WITH SYSTEM 5-E-Z, UNLESS OTHERWISE NOTED.

09 97 02. ALL CULVERT VALVE COMPONENTS UPSTREAM AND DOWNSTREAM OF THE SKIN PLATE SHALL

15. PAINTING FOR CULVERT VALVES SHALL CONFORM TO ALL REQUIREMENTS STATED IN SPECIFICATION

PROTECTED DURING APPLICATION OF VINYL PAINT SYSTEM.

14. ALL PRIMER ONLY COATED SURFACES FOR CONNECTIONS WITH FULLY TENSIONED BOLTS SHALL BE

THE PAINT SPECIFICATIONS.

13. ANY PAINT COATING DAMAGED DURING ASSEMBLY AND/OR SHIPPING SHALL BE REPAINTED FOLLOWING

APPROVAL.

OR STRUCTURAL ENGINEER AND SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW AND

12. ALL ELEMENTS PROVIDED BY CONTRACTOR SHALL BE STAMPED BY A LICENSED CIVIL ENGINEER

ONLY.

11. ALL FULLY TENSIONED BOLT CONNECTION FAYING SURFACES SHALL RECEIVE A PRIMER COATING

10. ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.

9. THE TURN OF NUT METHOD SHALL BE USED TO PRETENSION BOLTED CONNECTIONS.

STRENGTH CONNECTIONS.

8. ALL BRACING BOLTS TO BE FULLY PRETENSIONED AND INSTALLED PER SPECS FOR HIGH

IN A DAMMING SURFACE.

7. ALL COPE AND WELD ACCESS HOLES SHALL REMAIN OPEN TO PERMIT DRAINAGE, UNLESS LOCATED

CONTAINED WITHIN 3.1.5 OF SPECIFICATION SECTION 35 20 16.

6. CULVERT VALVE SHALL MEET ALL CONTROL DIMENSIONS SHOWN ON S-505, AS WELL AS THOSE

CONTRACTING OFFICER (KO) APPROVAL. SEE SPECIFICATIONS 05 59 13 FOR FURTHER REQUIREMENTS.

SHOP DRAWINGS AND CONTRACT DRAWINGS SHALL BE CLEARLY IDENTIFIED AND SUBMITTED FOR

TO MATERIAL ORDERING AND/OR FABRICATION. ALL DISCREPANCIES OR CHANGES BETWEEN THE

VALVE AND NOTING ANY DISCREPANCIES OR PROPOSED CHANGES ON THE SHOP DRAWINGS PRIOR

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS FOR THE CULVERT

4. ALL SEAL BAR AND SLIDER BOLTS SHALL BE ASTM A449.

TENSILE STRENGTH, INCH AND METRIC DIMENSIONS.

STEEL AND ALLOY STEEL, HEAT TREATED, 120 ksi (830 MPa) AND 150 ksi (1040 MPa) MINIMUM

3. ALL STRUCTRUAL BOLTS SHALL BE ASTM F3125/F3125M (2015a) HIGH STRENGTH STRUCTURAL BOLTS, ANY EDGE THAT IS THE RESULT OF SHEARING, FLAME CUTTING OR MACHINING.

2. ALL SHARP EDGES SHALL BE BROKEN TO A 1/16" RADIUS U.N.O. A SHARP EDGE IS DEFINED AS

ASTM A709 GR. 50F2. FOR REQUIREMENTS SEE SPECIFICATION 05 59 13.

1. UNLESS NOTED OTHERWISE (U.N.O.) ALL STRUCTURAL STEEL USED IN FABRICATION SHALL BE

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ISOMETRIC VIEW

UPSTREAM ELEVATION

SCALE: 1" = 1'-0"

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W18X55 (TYP.)

(TYP.)

C15X40

ISOMETRIC VIEW

DOWNSTREAM ELEVATION

SCALE: 1" = 1'-0"

C15X40

HOLE (TYP.)

HOLE (TYP.)

SEATING (TYP.)

CULVERT VALVE

L

PLATE

7/16" SKIN

SLIDER (TYP.)

END UHMWPE

SLIDER (TYP.)

UHMWPE

UPSTREAM

SLIDER

(REACTION)

MAIN UHMWPE

SLIDER

(REACTION)

MAIN UHMWPE

SEE S-504

ASSEMBLY -

BOTTOM SEAL

SEE S-504

ASSEMBLY -

BOTTOM SEAL

S-503 (TYP.)

TYPE A - SEE

BRACE PLATE

S-503 (TYP.)

TYPE 1 - SEE

3/8" P DIAPHRAGM

(FCM)

CONNECTION

STRONGBACK

SEE S-501

ASSEMBLY -

UPPER SEAL

SCALE:1"=1'

1' 2'

(TYP.)

SIDE SEAL

BAR

STEEL SEAL

ASTM A36

4"X3/4"

SEAL BAR

A36 STEEL

4"X1/2" ASTM

STEEL SEAL BAR

4"X1/2" ASTM A36

SLIDER (TYP.)

UHMWPE

UPSTREAM

SLIDER (TYP.)

END UHMWPE

10'-0" BOTTOM

SEAL

STEEL SEAL BAR

6"X3/8" ASTM A36

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L

SEE S-503 (TYP.)

STIFFENER TYPE A

1/2" SKIN PLATE

4'-4" 1'-3 11/16 " 1'-3 11/16 "

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6"

4'-7 5/8 " 4'-7 5/8 "

2'-0"2'-0" 3/8 " 1/2 " 1/2 " 1/2 "

8 3/8 " 4'-4 1/8 "

3 5/8 "

1'-11 1/2 "

1/2 "

4'-4 1/8 "

1'-11 1/2 "

3 5/8 "

8 3/8 "

SLIDER (TYP)

END UHMWPE

SLIDER (TYP)

UHMWPE

UPSTREAM

A1

S-301

A4

S-301

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

NOTE: SKIN PLATE AND SIDE SEAL BARS AND TOP SEAL BARS ARE NOT SHOWN FOR CLARITY.

A1

ELEVATION - UPSTREAM

DWG REF(s) : S-301

(TYP.)

TYPE 1 - SEE S-503

3/8" P DIAPHRAGM

A2

S-301

(TYP.)

LC LC

11'-3 7/16 "

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CONNECTION (TYP.)

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A1

S-302

(FCM)

SEE S-504

CONNECTION

STRONGBACK

0 6" 1' 2'SCALE : 1 1/2"=1'-0"A1

ELEVATION - DOWNSTREAM

DWG REF(s) : S-302

5 3/4 "

/8

ASSEMBLY

UPPER SEAL

S-503 (TYP.)

TYPE 1 - SEE

BRACE PLATE

FLUSH (TYP.)

CJP, GRIND

W18X55 (TYP.)

C15X40 (TYP.)

/8

IW

S -2

.D

G N

SOLICITATION

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -2

.D

G N

:0

:3

A

M

B E

D D

A E

R

/1

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

IL

L

IN

O

IS

W

A T

E R

W A

Y P

R O J E

C T O

F F

IC

E

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S P

A R

E C

U L

V E

R T V

A L

V E

S T S

F

E E

K /0

/0

N K

S-203

U P

S T

R E

A M E

L E

V A

T

IO

N A

N D S

E C

T

IO

N S

P L

U S C

O M

P O

N E

N T S

PLATE

7/16" SKIN

SLIDER (TYP.)

END UHMWPE

SLIDER (TYP.)

UHMWPE

UPSTREAM

1/4

SEE S-501

ASSEMBLY

UPPER SEAL

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

S-303

A1

S-303

A3

/8

/3

/3

(5 E

Q U

A L S

P A

C E

S T

Y P

/2

C T

O C

/8

3 1/16 " 3 1/16 "

(12 EQUAL SPACES)

3 7/8" C. TO C.

T Y

P

/8

T Y

P

/2

TYP.

4"

A1

ELEVATION - UPSTREAM

DWG REF(s) : S-303

(TYP.)

SEE S-504

ASSEMBLY

SIDE SEAL

T Y

P

TYP.

3 11/16 "

TYP.

1 3/4 "

TYP.

1 1/8 "

TYP.

1 1/8 "

(6 EQUAL SPACES)

4" C. TO C.

(6 EQUAL SPACES)

4" C. TO C.

9'-0"

TYP.

9 11/16 "

IW

S -2

.D

G N

SOLICITATION

LOCK WASHERS (TYP.)

SCREWS WITH HEX NUT AND

AND LOCK WASHER (TYP.)

SCREW WITH HEX NUT

AND LOCK WASHER (TYP.)

SCREW WITH HEX NUT

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -3

.D

G N

:0

:2

A

M

B E

D D

A E

R

/1

/2

IW

S -3

.D

G N

T S

F

E E

K

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

-1 /2

N K

S-301

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

IL

L

IN

O

IS

W

A T

E R

W A

Y P

R O J E

C T O

F F

IC

E

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S P

A R

E C

U L

V E

R T V

A L

V E

S

A4

SECTION - SIDE VIEW

DWG REF(s) : S-201

0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"

/1

/8

/8

/8

/1

PLATE

7/16" SKIN

TYP.

W18X55

CONNECTION

LEVEL STRUT

4"

/1

1 1/16 "

S-502

SEATING - SEE

CULVERT VALVE

1/4

(TYP.)

1/4

(TYP.)

(TYP.)

CJP

TYP.

W18X55

PLATE

7/16" SKIN

G

SEE S-504

ASSEMBLY -

BOTTOM SEAL

A2

DIAPHRAGM PLATES

SECTION - CUT AT

DWG REF(s) : S-201

A1

PLATE STIFFENERS

SECTION - CUT AT SKIN

DWG REF(s) : S-201

CONNECTION

LEVEL STRUT

1/2" PLATE

4"

/1

SLIDER (TYP.)

UHMWPE

UPSTREAM

(TYP.)

C15X40

SLIDER

END UHMWPE

/4

SEE S-504

CONNECTION

STRONGBACK

TYPE A TYP.

STIFFENER

SKIN PLATE

TYPE B TYP.

STIFFENER

SKIN PLATE

S-503 (TYP.)

TYPE 2 - SEE

DIAPHRAGM

3/8 PLATE

S-503 (TYP.)

TYPE 1 - SEE

DIAPHRAGM

3/8 PLATE

F R

A M

E

LC

LC

LC

LC

LC

LC

SEAL BAR

A36 STEEL

4"X1/2" ASTM

FLOW FLOW FLOW

SEAL BAR

A36 STEEL

4"X1/2" ASTM

P L

A T

E T

Y P

E

/1

B

R A

C E

P L

A T

E T

Y P

E

/8 B

R A

C E

P L

A T

E T

Y P

E

/8 B

R A

C E

P L

A T

E T

Y P

E

/8 B

R A

C E

P L

A T

E T

Y P

E

/1

B

R A

C E

S E

E S -5

S E

E S -5

SEE S-504

ASSEMBLY-

SIDE SEAL

SOLICITATION

LOCK WASHER (TYP.)

WITH HEX NUT AND

LOCK WASHER (TYP.)

WITH HEX NUT AND

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -3

.D

G N

:0

:5

A

M

B E

D D

A E

R

/1

/2

IW

S -3

.D

G N

T S

F

E E

K

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

-1 /2

N K

S-302

IL

L

IN

O

IS

W

A T

E R

W A

Y P

R O J E

C T O

F F

IC

E

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S P

A R

E C

U L

V E

R T V

A L

V E

S

0 6" 1' 2'SCALE : 1 1/2"=1'-0" 0 6" 1' 2'SCALE : 1 1/2"=1'-0"

IN W18x55 (TYP.)

(TYP.)

SEE S-504

CONNECTION (TYP.)

LEVEL STRUT

1/4

(TYP.)

1/4

(TYP.)

SEE S-504

1" PLATE

(FCM)

SEE S-504

CONNECTION

STRONGBACK

ASSEMBLY

UPPER SEAL

1'-7 13/16 "

4 1/4 " 5 3/8 "2 5/16 "

/1

/8

W18X55

SLIDER (TYP.)

(REACTION)

MAIN UHMWPE

SEE S-503

TYPE 2 -

DIAPHRAGM

3/8" PLATE

W18x55 (TYP.)

HOLE IN

S-503 (TYP.)

TYPE B - SEE

STIFFENER

SKIN PLATE

5/8"

/8

/8

A1

SECTION - TOP VIEW

DWG REF(s) : S-202

A2

CENTER

SECTION - CUT THROUGH

DWG REF(s) : S-202

F R

A M

E

D O

W N

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

1'-9 13/16 "

(TYP.)

SIDE SEAL

/1

(TYP.)

SEAL BAR

A36 STEEL

6"X3/8" ASTM

FLOW

FLOW

1 15/16 "

(TYP.)

SEAL BAR

A36 STEEL

4"X1/2" ASTM

/0

/0

1/4

(TYP.)

SUPPORT (TYP)

SLIDER BRACE

MAIN UHMWPE

(TYP.)

C15X40

1/2 (TYP.)

WELD

BACKING

(TYP.)

1/4

(TYP.)

/1

/1

/1

SOLICITATION

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -3

.D

G N

:2

:2

A

M

B E

D D

A E

R

/1

/2

IW

S -3

.D

G N

T S

F

E E

K

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

-1 /2

N K

S-303

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

IL

L

IN

O

IS

W

A T

E R

W A

Y P

R O J E

C T O

F F

IC

E

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S P

A R

E C

U L

V E

R T V

A L

V E

S

P L

U S C

O M

P O

N E

N T S

SLIDER (TYP.)

UHMWPE

UPSTREAM

SLIDER

MAIN UHMWPE

SEE S-501

SLIDER -

END UHMWPE

PLATE

7/16" SKIN

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

0 6" 1' 2'SCALE : 1 1/2"=1'-0"

A1

SECTION - SIDE VIEW

DWG REF(s) : S-203

A3

SECTION - CUT AT END

DWG REF(s) : S-203

/1

/8

/4

/1

7 1/2 "

1/4

(TYP.)

1/4

SEE S-504

ASSEMBLY

BOTTOM SEAL

S-501

SLIDER - SEE

MAIN UHMWPE

SEE S-504

ASSEMBLY

BOTTOM SEAL

4A

1/4

SEE S-502

SEATING

VALVE

CULVERT

SEE S-504

ASSEMBLY

SEAL

BOTTOM

SCALE : N. T. S.

NOTE: SIDE SEAL IS NOT SHOWN FOR CLARITY.

FLOW FLOW

LC

LC

LC

4A

DETAIL - SEATING

DWG REF(s) : S-303

STEEL SEAL BAR

4"X1/2" ASTM A36

SEAL BAR

A36 STEEL

4"X1/2" ASTM

SEE S-502

SUPPORT - TYPE 2

SLIDER BRACE

MAIN UHMWPE

SEE S-502

SUPPORT - TYPE 2

SLIDER BRACE

MAIN UHMWPE

SEE S-502

SUPPORT - TYPE 2

SLIDER BRACE

MAIN UHMWPE

SEE S-502

SUPPORT - TYPE 1

SLIDER BRACE

MAIN UHMWPE

SEE S-502

SUPPORT - TYPE 1

SLIDER BRACE

MAIN UHMWPE

NOTE: SIDE SEAL IS NOT SHOWN FOR CLARITY.

1'-8 1/16 "

/0

/0

/8

/8

SIDE SEAL

W18X55

PLATE

7/16" SKIN

BOTTOM SEAL

LENGHT OF

FOR THE ENTIRE

5 5/16"X1/2" PL

OF BOTTOM SEAL

ENTIRE LENGTH

SILL FILL FOR THE

AND LOCK WASHER (TYP.)

BOLT WITH HEX NUT

SOLICITATION

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -5

.D

G N

:2

:3

A

M

B E

D D

A E

R

/1

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

IL

L

IN

O

IS

W

A T

E R

W A

Y P

R O J E

C T O

F F

IC

E

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S P

A R

E C

U L

V E

R T V

A L

V E

S T S

F

E E

K /0

/0

N K

S-501

D E

T A

IL

S S

H E

E T

SLIDER

MAIN UHMWPE

/2

/8

8"1'- 3/16 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 3/16 "8"

1 3/4 "

/2

8"

4 1/2 "

1 3/4 "

8"

8"

4 1/2 "

/2

/1

/2

/4

/8

UPPER SEAL ASSEMBLY

SCALE: N. T. S.

MAIN UHMWPE SLIDER

FOR DOWNSTREAM

SCALE: 1" = 1'-0"

SLIDER

UHMWPE

UPSTREAM

SLIDER

END UHMWPE

SLIDER SHIM

END UHMWPE

SEE S-502

BRACE SUPPORT

SEE S-502

BRACE SUPPORT

SLIDER SHIM

UHMWPE

UPSTREAM

/4

1 3/4 "

7'-8"

TYPE 2 - SEE S-502

BRACE SUPPORT

TYPE 1 - SEE S-502

BRACE SUPPORT

/4

/2

/4

/8

5'-8"

8"8"8"8"8"8"8"8"

2" (TYP.)

/8

/8

ASSEMBLY

UPPER SEAL

/4

5'-8"

8"8"8"8"8"8"8"8"2"

STEAM HOSE

PLY RUBBER

2" DIA. 6 OR 8

SUPPORT BAR

RUBBER SEAL

ROUND AS SHOWN

1/2"x1 1/2" TAPPED BAR

1/4

1/4" RADIUS

1/4

/8

/4

/2

/4

L3"X2"X7/16", ASTM A36

L5"X3 1/2"X7/16", ASTM A36

STEEL SEAL BAR

4"X3/4" ASTM A36

/2

R /2

R

1/2"R

1/2"R

1/2"R

UPSTREAM UHMWPE SLIDER

FOR UPSTREAM (6 TOTAL)

SCALE: 3" = 1'-0"

END UHMWPE SLIDER

FOR EACH END (2 TOTAL)

SCALE: 3" = 1'-0"

UPSTREAM SLIDER ASTM A36 SHIMS

FOR UPSTREAM SLIDER (1 EACH PER UPSTREAM UHMWPE SLIDER)

SCALE: 3" = 1'-0"

END SLIDER ASTM A36 SHIMS

FOR END SLIDER (1 EACH PER END UHMWPE SLIDER)

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

SEE S-504

SLIDER SHIM -

MAIN UHMWPE

IW

S -5

.D

G N

SOLICITATION

@ 16 1/4" C. TO C.

AND LOCK WASHER

ID

Sheet

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

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

C O

N T

R A

C T N

O

D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

V R -A

P P

W

IN

T .m v r.

d s .u s a c e .a rm y .m il :C

E M

V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

B a s in \9

M u lt ip le I

W L o c k s D a m s P ro je c ts \S p a re C u lv e rt V a lv e s \C

A D \S h e e ts \4

IW

S -5

.D

G N

:4

:5

A

M

B E

D D

A E

R

/1

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

R O

C K I S

L A

N D 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

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IL

L

IN

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IS

W

A T

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W A

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R O J E

C T O

F F

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IL

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IV

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A S

IN

S P

A R

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U L

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F

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K /0

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N K

S-502

D E

T A

IL

S S

H E

E T

PLATE

SUPPORT

VERTICAL

PLATE

SUPPORT

HORIZONTAL

SEATING

VALVE

CULVERT

1'- 5/8 "

/8

/8

/8

/4

/8

3 11/16 "2 5/16 " 5/8 "

/8

/2

1"

6" 5/8 "

8 3/4 "

10 5/8 "

/2

8 3/4 "

15/16 "

/8

/8

/2

3"

/2

2 1/16 "

/2

6"

/2

1/2 "

/2

1/2 " (TYP.)

6" 5/8 " 5 /8

/2

1 1/16 "

8 3/4 "

1'- 11/16 "

3 11/16 "2 5/16 " 5/8 "

/8

/8

/8

/8

/4

/2

T Y

P

(TYP.)

2 1/4 "

(TYP.)

2 1/4 "

TYPE 2

BRACE SUPPORT

TYPE 1

BRACE SUPPORT

/1

/1

1" (TYP.)

R

1"

R

1/4

1/4

(TYP.)

1/4

(TYP.)

1/4

(TYP.)

1/4

(TYP.)

1/4

(TYP.)

PIN

CONNECTION

11"

9"

4"

3 1/2 "

/2

PIN

H

O

LE

(T

YP.

1" R . W

ELD

A

C C

ES

S

H O

LE

(T

YP.

1" R . W

ELD

A

C C

ES

S

PART ASSEMBLY

FOR ONE MAIN UHMWPE SLIDER BRACE SUPPORT TYPE 2

SCALE: 3" = 1'-0"

PART

FOR ONE MAIN UHMWPE SLIDER BRACE VERTICAL SUPPORT PLATE

SCALE: 6" = 1'-0"

PART

FOR ONE MAIN UHMWPE SLIDER BRACE HORIZONTAL SUPPORT PLATE

SCALE: 6" = 1'-0"

FOR ONE MAIN UHMWPE SLIDER BRACE SUPPORT TYPE 1

SCALE: 3" = 1'-0"

PART ASSEMBLY

FOR ONE CULVERT VALVE SEATING

SCALE: 3" = 1'-0"

STEEL

ASTM A36

STEEL

ASTM A36

STEEL

ASTM A36

STEEL

ASTM A36

1/4" CHAMFER

COSMOLINE

DESIGN BASIS IS

INHIBITING COATING,

APPLY CORROSION

AND SHIPPING

DURING PACKAGING

TO BE PROTECTED

MACHINED SURFACE

SAE 4140 CONNECTION PIN

FOR STRONGBACK

SCALE: 3" = 1'-0"

IW

S -5

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SOLICITATION

ID

Sheet

S O

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D E

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IG

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D B

Y

D E

S C

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IP

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IO

N

D

2 3

C

4 5

A

B

M A

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D A

T E

S

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B M

IT

T E

D B

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P L

O T S

C A

L E

P L

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A T

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R A

C T N

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D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

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W E

K -1

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D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

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A D \S h e e ts \4

IW

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W A

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C T O

F F

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A S

IN

S P

A R

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F

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K /0

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N K

S-503

D E

T A

IL

S S

H E

E T

1'-7 3/4 "

/2

TYPE B

STIFFENER

SKIN PLATE

PART

SKIN PLATE STIFFENER TYPE B

SCALE: 3" = 1'-0"

TYPE 1

STIFFENER

DIAPHRAGM

1'-7 3/4 "

TYPE 2

STIFFENER

DIAPHRAGM

SKIN PLATE STIFFENER TYPE A

SCALE: 3" = 1'-0"

TYPE A

STIFFENER

SKIN PLATE

1'-7 13/16 "

/2

4 9/16 "10 11/16 "4 9/16 "

/8

1" R

1" R

4 9/16 "10 11/16 "4 9/16 "

/8 "4

1'-7 13/16 "

BRACE PLATE TYPE 1

SCALE: 3" = 1'-0"

TYPE 1

BRACE PLATE

BRACE PLATE TYPE 2

SCALE: 3" = 1'-0"

TYPE 2

BRACE PLATE

1'- 5/8 "

/8

/8

1'- 11/16 "

6" 11/16 "

1'- 11/16 "

/8

/8

R

1'- 5/8 "

6" 5/8 "

/2

1"

R

4 9/16 "

/8

R 1"

/2

4 9/16 "

/8

10 5/8 "

10 11/16 "

(TYP.)

SMOOTH

GRIND

(TYP.)

SMOOTH

GRIND

DIAPHRAGM STIFFENER TYPE 2

SCALE: N.T.S.

DIAPHRAGM STIFFENER TYPE 1

SCALE: N.T.S.

IW

S -5

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SOLICITATION

ID

Sheet

S O

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IT

A T

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N N

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F

IL

E N

A M

E

D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

D A

T E

S

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S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

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A T

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C O

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R A

C T N

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D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D p w \M

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P P

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V R R o c k I s la n d D is tr ic t\

D o c u m e n ts \C iv il W o rk s \I ll in o is R iv e r

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IW

S -5

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G N

:5

:2

A

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B E

D D

A E

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/1

/2

R O

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R O

C K I S

L A

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IS

T R

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U .S

A R

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O R

P S O

F E

N G

IN

E E

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IL

L

IN

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W

A T

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W A

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R O J E

C T O

F F

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L

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R

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E R B

A S

IN

S P

A R

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S T S

F

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K /0

/0

N K

S-504

D E

T A

IL

S S

H E

E T

7/16" SKIN PLATE

W18X55

SEAL

RUBBER

BOTTOM

SEAL SUPPORT BAR

5 5/16"X1/2" RUBBER

GRIND TO FIT

7/8"x3 9/16" FILL BAR

W18x55

1" PLATES

W18x55

3/8" DIAPHRAGM

PLATE

7/16" SKIN

CONNECTION

LEVEL STRUT

LEVEL STRUT CONNECTION

SCALE: 3" = 1'-0"

PART ASSEMBLY

STRONGBACK CONNECTION

SCALE: N. T. S.

PART ASSEMBLY

BOTTOM SEAL ASSEMBLY

SCALE: 6" = 1'-0"

1" /4

7 1/2 "

3 7/8 "

2"

2" R

2"2" 1" 1"5 1/2 "

BORE

2 1/16 "

/4

R

9 1/2 "

W18x55

BASE PLATE

STRONGBACK

12 3/4"x15 1/4"x1"

BASE PLATE

STRONGBACK

12 3/4"x15 1/4"x1"

4 1/8 "

1/4

G

STRONGBACKE BASE PLATE

SCALE: 3" = 1'-0"

/4

12 3/4"

/1

/4

/4

/8

/1

(FCM)

CONNECTION

STRONGBACK

1/2" PLATE

LOCK WASHER (TYP.)

WITH HEX NUT AND

STRENGTH BOLT

(TYP.)

2 5/8 "

(T Y

P

/8

(TYP.)

(T Y

P

/8

(TYP.)

CJP

CJP

SIDE SEAL

SCALE: N. T. S.

SIDE SEAL

7'-8"

/2

/4

8"1'-3/16"8"1'-3/16"8"1'-3/16"8"1'- 3/16"8"

(TYP.)

CJP

3 5/16 "3 5/16 "3 5/16 "

1 7/16 " 1 7/16 "

32 STEEL SEAL BAR

4"X1/2" ASTM A36

NOTE: THE FILL BAR IS CONTINUOUS ALONG LENGTH OF BOTTOM SEAL.

MAIN SLIDER ASTM A36 SHIMS

FOR DOWNSTREAM

SCALE: N. T. S.

3 7/8"

SHIM

MAIN SLIDER

2 1/8 "1 3/4 "1 1/8 "

1/2 " R

3/8 " R

SIDE SEAL

DESIGN BASIS: SEALS UNLIMITED SEAL MOLD NO. 3493 OR EQUAL.

STEEL SEAL BAR

6"X3/8" ASTM A36

7"

1 1/2 "

R /2 "1/2 "

IW

S -5

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SOLICITATION

LOCK WASHER (TYP.)

SCREW WITH HEX NUT AND

LOCK WASHER

SCREW WITH HEX NUT AND

LOCK WASHER

SCREW WITH HEX NUT AND

ID

Sheet

S O

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N E

D B

Y

D E

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IP

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2 3

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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

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C O

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R A

C T N

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D A

T E

A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

E

W E

K -1

-R -0

S I

D

D G

N S

P E

C

S

Y T

IM

E a u to u s e rn a m e

D

A T

E

R O

C K I S

L A

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IL

L

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IS

R O

C K I S

L A

N D D

IS

T R

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U .S

A R

M Y C

O R

P S O

F E

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IL

L

IN

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W

A T

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W A

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R O J E

C T O

F F

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IV

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A S

IN

S P

A R

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U L

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R T V

A L

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S T S

F

E E

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/0

N K

S-505

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

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

# INDICATES CONTROL DIMENSION NUMBER

TOLERANCE (INCH) DIMENSION DIMENSION #

5'-7 11/16" 1

5'-7 11/16" 2

4'-4"3

4'-4"

5'-7 11/16"

5'-7 11/16"6

9'-2 1/2"7

1'-8 3/16"8

1'-8 1/8"9

1'-8 1/8"10

1'-8 1/8"11

1'-8 3/16"12

14'-5 3/8"13

14'-5 3/8"14

5'-0"15

5'-0"16

5'-5 15/16"17

5'-5 15/16"18

10 5/8"21

7 1/2"20

F L

O W

C1

DETAIL

A1

DETAIL

CULVERT VALVE CONTROL DIMENSIONS AND TOLERANCES

C O

N T

R O

L D

IM

E N

S

IO

N S A

N D T

O L E

R A

N C

E S

C U

L V

E R

T V

A L

V E

LC

LC

GATE

GATE

IW

S -5

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SOLICITATION

/8

1'-6 1/8"19

ID

Sheet

S O

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N N

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F

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E N

A M

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C K

D B

Y

D E

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N E

D B

Y

D E

S C

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IP

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N

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2 3

C

4 5

A

B

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B M

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D B

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P L

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C A

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P L

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C O

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C T N

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D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

P R

O J E

C T C

O D

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W E

K -1

-R -0