A22 - W912EK21R0025 - Plan_Set.pdf

PDF 7 MB Posted

Attached to
Culvert Slide Valves for Dresden Lock and Strut Arms for multiple lock sites on the Illinois River
Solicitation number
W912EK21R0025
Issued by

About this file

This document package includes technical drawings and specifications for a federal contract solicitation for culvert slide valves and strut arms. The solicitation is for the fabrication and delivery of culvert slide valves and miter gate strut arm components to four lock sites on the Illinois River. The work will be awarded through the Department of the Army Corps of Engineers Engineering District Rock Island. The solicitation provides detailed drawings, specifications, notes and requirements for the culvert slide valves, strut arms, and associated parts to be supplied. Dimensions, materials, finishes, and other technical requirements are specified.

View the file

Other files

File Type Posted
A22 - W912EK21R0025-0003 - PLAN_SET.pdf PDF
W912EK21R0025-0003.pdf PDF
W912EK21R0025-0002.pdf PDF
W912EK21R0025-0001.pdf PDF
A22 - W912EK21R0025.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

ISSUE DATE:

CONTRACT NO:

SOLICITATION NO:

CULVERT VALVES AND STRUT ARMS

ILLINOIS

STARVED ROCK, MARSEILLES, DRESDEN ISLAND, BRANDON ROAD

ILLINOIS RIVER BASIN

ROCK ISLAND DISTRICT

W912EK21R0025

of Engineers

US Army Corps

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

IC

T

®of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

B J

O N

S

C

V E

R S

H E

E T

G-001

C S

C H

U M

A C

H E

R

K

A T

W A

T

B

IW

P R

O J

H

O C

N

APPROVAL RECOMMENDED BY:

DATE

DATE

DATE

DATE

DATE

GEOTECHNICAL BRANCHCHIEF,

DESIGN BRANCHCHIEF,

TECHNICAL SERVICES BRANCHCHIEF,

ENGINEERING & CONSTRUCTION DIVISIONCHIEF,

HYDROLOGY & HYDRAULICS BRANCHCHIEF, OF ALL DRAWINGS IN THIS SET.

SIGNATURES INDICATE OFFICIAL RECOMMENDATION

EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

DOCUMENTS WITHIN THE SCOPE OF THEIR

INDIVIDUALS APPEAR ON THESE PROJECT

SIGNATURES AND REGISTRATION DESIGNATIONS OF

DISTRICT CORPS OF ENGINEERS. THE INITIALS OR

THIS PROJECT WAS DESIGNED BY THE ROCK ISLAND

PLAN SET INDEX

STRUT ARMSTRUTARM

CULVERT VALVECLVRTVALVE

DESCRIPTIONPLAN SET ID

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

/1

/2

R O

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

P L

A N S

E T L

A Y

O U

T A

N D S

H E

E T T

Y P

E D

E S

IG

N A

T

IO

R S

G-002

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

W E

K

R

S-101

Sheet ID

PLAN SET ID

SHEET NUMBER WITHIN PLAN SET

SEQUENCIAL NUMBER

SHEET TYPE DESIGNATIONS

SHEET TYPE DESIGNATORS

DRAWING SET LAYOUT

PLAN SET ID

PHOTOGRAPHS)

9 - 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES,

CATEGOIES)

8 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

CATEGORIES, INCLUDING TYPICAL DETAIL SHEETS)

7 - USER DEFINED (FOR TYPES THAT DO NOT FALL IN OTHER

6 - SCHEDULES AND DIAGRAMS

5 - DETAILS

OR SECTIONS THAT ARE NOT DETAILS)

4 - LARGE-SCALE VIEWS (PLANS, ELEVATIONS STAIR SECTIONS,

3 - SECTIONS (SECTIONAL VIEWS, WALL SECTIONS)

2 - ELEVATIONS (VERTICAL VIEWS)

1 - PLANS (SYMBOLS LEGEND, NOTES, ETC.)

0 - GENERAL

THE FINAL TWO PLACEHOLDERS ARE THE SEQUENCIAL NUMBER OF THE SHEET.E.

CAD STANDARDS. SHEET TYPE DESIGNATORS ARE AS SHOWN ON THIS SHEET.

THE THIRD PLACEHOLDER IS THE SHEET TYPE DESIGNATOR, WHICH FOLLOWS THE NATIONAL D.

WHICH THE SHEET WAS DEVELOPED BY.

THE FIRST PLACEHOLDER WITHIN THE SHEET NUMBER IS THE ENGINEERING DISCIPLINE C.

REFERENCE.

BETWEEN PLAN SET IDS, SO PARTICULAR ATTENTION MUST BE PAID TO THE PLAN SET ID

PLACEHOLDER HAVING A SPECIFIC MEANING. NOTE - SHEET NUMBERS MAYBE DUPLICATED

EACH SHEET WITHIN THE PLAN SET WILL HAVE A UNIQUE SHEET NUMBER, WITH EACH B.

PACKAGE. PLAN SET IDS ARE LISTED IN THE TABLE ON THE COVER SHEET.

THE PLAN SET ID INDICATES THE MAJOR COMPONENT OF WORK DETAILED ITHE DRAWING A.

FOLLOWING INFORMATION:

BLOCK IN THE LOWER RIGHT HAND CORNER OF EACH SHEET. THE SHEET ID BLOCK CONTAINS THE

IN ORDER TO NAVIGATE THE DRAWING SET, THE CONTRACTOR SHOULD FOCUS ON THE SHEET ID 3.

THE PROJECT, WITH SUBCOMPONENT SHEETS UNDER EACH PLAN SET.

THE DRAWING SET IS DIVIDED INTO PLAN SETS ASSOCIATED WITH DIFFERENT SCOPES OF WORK IN 2.

CONTRACTOR TO MORE EASILY NAVIGATE THROUGH THE SET.

SHEET IS TO PROVIDE A DESCRIPTIVE OVERVIEW OF THE DRAWING PACKAGE TO ALLOW THE

THIS SHEET EXPLAINS THE GENERAL LAYOUT OF THE DRAWING PACKAGE. THE INTENT OF THIS 1.

ELECTRICAL, CIVIL, ARCHITECTURAL, ETC)

DISCIPLINE (STRUCTURAL, MECHANICAL,

ILLINOIS

US Army Corps

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

V E

R S

H E

E T

G-001

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

SHT. ID DESCRIPTIONS

SHEET INDEX

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 ISOMETRIC VIEW

DOWNSTREAM ISOMETRIC VIEW

STRUCTURAL NOTES

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-102

S-101

S-001

G-001

CULVERT VALVES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

- 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 CULVERT VALVE IS 9.130 KIPS

1. CULVERT VALVE DESIGN DATA:

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

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

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

7. ALL BUTT JOINT WELDS SHALL BE GROUND SMOOTH.

6. 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

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

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 59 13.

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.

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

EXCESSIVE DEFORMATION OF SEALS OR SLIDERS.

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

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

CONTRACTING OFFICER REVIEW AND APPROVAL.

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

13. ALL QUANTITIES INDICATED ON STRUCTURAL SHEETS ARE FOR (1) CULVERT 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

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

PROTECTED DURING APPLICATION OF VINYL PAINT SYSTEM.

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

THE PAINT SPECIFICATIONS.

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

ONLY.

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

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

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

IN A DAMMING SURFACE.

6. 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.

5. 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

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

3. ALL STRUCTRUAL BOLTS SHALL BE MECHANICALLY GALVANIZED ASTM F3125 GRADE A325.

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

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

G

N E

R A

L N

O T

E S

S T

R U

C T

U R

A L

S-001

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

NOTE:

STRUCTURAL STEEL

WELDING

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

HOLE TYP

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

IS

M E

T R

IC

V

IE

W

D O

W N

S T

R E

A M

S-101

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O

CLVRTVALVE

10'-0" BOTTOM

SEAL

A1

SCALE: 1" = 1'-0"

DOWNSTREAM ISOMETRIC VIEW

0 1' 2'6"

S-504-A7

S-503-H8

S-503-A8

S-503-A1

S-503-H15

S-504-H7

FCM

S-501-G8

S-501-G15

S-501-G1

S-501-G1

S-504-A13

S-504-J1

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

HOLE TYP

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

M E

T R

IC

V

IE

W

U P

S T

R E

A M

S-102

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O

CLVRTVALVE

A1

SCALE: 1"- 1'-0"

UPSTREAM ISOMETRIC VIEW

0 1' 2'6"

S-501-G15

S-501-G8

S-504-A7-2

S-501-A1-4

S-501-A1

S-504-A7

S-504-A7-1

S-502-A15

S-504-A7-4

S-504-A7-1

S-504-A7-8

S-504-A7-3

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

F

A M

E S

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

S-201

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

6"

3/8 " TYP

A1

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

UPSTREAM ELEVATION

1' 2'0 6"

SHOWN FOR CLARITY.

NOTE: SKIN PLATE AND SIDE SEAL BARS AND TOP SEAL BARS ARE NOT 1.

GENERAL SHEET NOTES

11'-3 7/16 "

5'-7 11/16 "

4'-4"

5'-3 11/16 " 4"

4'-2 3/16 " TYP

2'-1 9/16 " TYP

1/2 " TYP

C L C

L C L

S-501-G15

S-501-G8

S-503-H15 S-503-A15

S-504-A13 S-504-J1

S-504-H7

FCM

S-301

A17

S-301

A12

S-301

A7

S-301

TYP

FLUSH

CJP, GRIND

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

A M

E S

D O

W N

S T

R E

A M E

L E

V A

T

IO

N A

N D S

E C

T

IO

N S

S-202

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

/8

/8

/8

/8

/1

/8

5 3/4 " 5 3/4 "

/8

A

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

ELEVATION DOWNSTREAM

1' 2'0 6"

S-501-A1

S-503-A1

S-504-J1

S-504-A13

S-504-H7

S-503-H8

S-501-G1

S-501-G15

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-302

A1

S-302

A8

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

PLATE

1/2" SKIN

1/4

/8

(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 "

TYP

4"

TYP

3 11/16 "

TYP

1 3/4 "

TYP

1 1/8 "

TYP

1 1/8 "

9'-0"

TYP

9 11/16 "

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

TYP

HEX NUT AND LOCK WASHERS

FLAT HEAD BOLTS WITH

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

U S C

O M

P O

N E

N T S

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

S-203

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

TYP

AND LOCK WASHER

BOLT WITH HEX NUT

/8

/8

T Y

P

T Y

P /8 " T Y

P /2

(6 EQUAL SPACES)

4" C. TO C.

A1

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

ELEVATION UPSTREAM

1' 2'0 6"

(12 EQUAL SPACES)

3 7/8" C. C.

(6 EQUAL SPACES)

4" C. TO C.

S-501-G15

S-501-G8

S-504-A7-2

S-501-A1

S-303

A1

S-303

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

/1

/8

/8

/8

/1

PLATE

1/2" SKIN

1/4

TYP

1/4

TYP

TYP

CJP

PLATE

1/2" SKIN

G

LC

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

A M

E

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

S-301

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

9 3/8 "

/4

LC

LC

LC

LC

LC

3 5/8 "

8 3/4 "

1/4

FLOW FLOW FLOW FLOW

SECTION - CUT AT SKIN PLATE STIFFENERS

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

9 1/2 "

1' 2'0 6"

SECTION - CUT AT DIAPHRAGM PLATES

A7

1' 2'0 6" A12

SECTION - CUT AT LEVEL STRUT

1' 2'0 6" A17

SIDE VIEW

S-502-A15

S-503-A15

S-504-A7-1

S-503-H1

S-504-A7-4

S-504-A7-4

S-503-A8

S-504-A7-1

S-503-H15

S-504-A7

S-503-A1

S-503-H8

S-503-H8

S-503-H8

S-503-A1

S-504-H7

S-504-A7

S-504-J1

S-501-G15

S-501-G8

S-504-A13

IN W18x55 TYP

1'-7 13/16 "

/8

5/8" PLATE TYP

HOLE IN

/1

/1

/1

/8

1'-0 3/4 "

/1

3 13/16 "

1"

1 7/16 " 3 5/16 "3 5/16 "3 5/16 "

/1

/8

R

5 1/2 "

3 3/8 "3 5/16 "3 3/8 "1 5/16 "

/8

/8

/8

/8

/1

2 5/8 "2 5/8 "

1'-0 3/4 "

S I

D

S O

L

IC

IT

A

T

IO

N

C U

L V

E R

T V

A L

V E

S A

N D

S T

R U

T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I

S L

A N

D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

W

E K

R

/1

C K

I S

L A

N D

IL

L

IN

C K

I S

L A

N D

D

IS

T R

J O

N

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

S-302

C S

C H

U M

A C

H E

R

K A

T W

A T

IW

P

R O

J

B

B O

Y D

S T

O N

CLVRTVALVE

1'-9 9/16 "

/1

" 1

/1

1 11/16 " 6" 6"

/8

/1

/8

/1

5/8 "

2" TYP

R

R " T

Y P

R

T Y

P

/1

(T Y

P

/1

TYP

R 2"

T Y

PR

/8

/2

2"

/2

A1

PLAN VIEW

SECTION - CUT THROUGH CENTER

S-302-H15 - BOTTOM VERTICAL BASE PLATE

SCALE: 3"=1'-0"

H15

S-302-D15 - BOTTOM BRACKET PLATE

D15

S-302-A15 - BOTTOM HORIZONTAL BASE PLATE

A15

ASTM A709 GR. 50F2PLATE 1" X 1'-3/4" X 1'-1 5/8"82S-302-H15

ASTM A709 GR. 50F2PLATE 1" X 3 13/16" X 11"164S-302-D15

ASTM A709 GR. 50F2PLATE 1" X 7 7/16" X 1'-3/4"82S-302-A15

MATERIALDESCRIPTION

QTY

TOT

QTY

UNIT MARK NO.

BILL OF MATERIALS

1/4

TYP

1/4

TYP

TYP

1/4

TYP

1' 2'0 6" 1' 2'0 6"

6"0 3" 1'

6"0 3" 1'

6"0 3" 1'

FLOW FLOW

S-504-H7-2

S-504-H7-3

S-504-H7-4

S-504-J1

S-504-H7

S-504-A1-1

S-501-A1

S-504-A13

S-504-H7-1

S-503-H1

S-504-A7-8

S-504-A7-1

S-504-A7

S-501-G1

S-503-A8

S-504-A7-4

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

PLATE

1/2" SKIN

/1

/8

/4

/1

1/4

(TYP.)

1/4

1/4

(TYP.)

NOTE: SIDE SEAL AND SEAL BARS NOT SHOWN FOR CLARITY.

LC

/8

PLATE

1/2" SKIN

BOTTOM SEAL

LENGTH OF

FOR THE ENTIRE

5 5/16"X1/2" PL

OF BOTTOM SEAL

ENTIRE LENGTH

SILL FILL FOR THE

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

U S C

O M

P O

N E

N T S

U P

S T

R E

A M E

L E

V A

T

IO

N S

E C

T

IO

N S

S-303

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

9"

1/4

(TYP.)

LC

LC

LC

LC LC

LC LC

LC

LC

/8

5/8 "

9 3/8 "

5/8 "

1 7/8 "

1'-8 1/8 "

9 3/8 "

FLOW

FLOW

A13

SIDE VIEW

SECTION - CUT AT END

1' 2'0 6" A13

SCALE: N.T.S.

DETAIL - SEATING

A17

SECTION - GUSSET

S-504-A7

S-501-G8

S-504-A7-1

S-501-G15

S-501-G1

S-501-G1

S-504-A7

S-502-A15

S-504-A7

S-504-A7-4

S-504-A7

S-504-A7-1

S-502-J1

S-502-J1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-303

A17

/2

1 3/4 "

8"

7'-8"

ASSEMBLY

UPPER SEAL

5'-8"

(1/4)

1/4" RADIUS

1/2 "

R

@ 16 1/4" C. TO C.

AND LOCK WASHER

A N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

U

L V

E R

T V

A L V

E

D E

T A

IL

S

S-501

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

1 5/8 "

/4

1 1/8 "

/8

/1

/4

(T

Y P

/8

(T Y P

Ø

/1

(T Y P

Ø /2

(T Y

P

/4

/1

1 3/4 "

/4

/2

8"

4" 1'-0"

10" 1'-0"

/4

/4

5'-8"

/2

R

4 1/2 "1 3/4 "

/1

" 6

/4

/2

/2

R

1/ 2 "

R

1'-0"4"

1'-0"10"

/1

/1

1 3/4 "

8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"1'- 1/8 "8"

1 3/4 "

/1

/8

/1

/2

R

(1/4)

/4

S-501-A1 - UPPER SEAL ASSEMBLY

SCALE: N.T.S.

S-501-A8 - UPSTREAM SLIDER SHIM

6"0 3" 1'

S-501-A15 - END SLIDER SHIM

S-501-G1 - MAIN SLIDER

SCALE: 1"=1'-0"

G1

S-501-G8 - UPSTREAM SLIDER

G8

S-501-G15 - END SLIDER

G15

6"0 3" 1'6"0 3" 1'0 1' 2'6"

UHMWPEEND SLIDER82S-501-G15-1

UHMWPEUPSTREAM SLIDER86S-501-G8-1

UHMWPEMAIN SLIDER82S-501-G1-1

ASTM A709 GR. 50SHIM, PL 1/8" THICK82S-501-A15-3

ASTM A709 GR. 50SHIM, PL 1/4" THICK82S-501-A15-2

ASTM A709 GR. 50SHIM, PL 1/2" THICK82S-501-A15-1

ASTM A709 GR. 50SHIM, PL 1/8" THICK82S-501-A8-3

ASTM A709 GR. 50SHIM, PL 1/4" THICK82S-501-A8-2

ASTM A709 GR. 50SHIM, PL 1/2" THICK82S-501-A8-1

ASTM A709 GR, 50F2

SUPPORT BAR

1/2"x1 1/2" X9' 11-11/16" TAPPED BAR, ROUND RUBBER SEAL 82S-501-A1-5

ASTM A709 GR. 50F24"X3/4"X9' STEEL SEAL BAR82S-501-A1-4

RUBBER2" ID 6 OR 8 PLY X 9' 11-11/16" STEAM HOSE82S-501-A1-3

ASTM A709 GR. 50F2L3"X2"X1/2"X9' 11-11/16", REMOVE 3/8" FROM BOTH LEGS82S-501-A1-2

ASTM A709 GR. 50F2L5"X3 1/2"X1/2"X9' 11-11/16"82S-501-A1-1

MATERIALDESCRIPTION

QTY

TOT

QTY

UNIT MARK NO.

BILL OF MATERIALS

S-501-A1-1

S-501-A1-2

S-501-A1-3

S-501-A1-4

S-501-A1-5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

11"

9"

4"

3 1/2 "

/2

1/4" CHAMFER

COSMOLINE

DESIGN BASIS IS

INHIBITING COATING,

APPLY CORROSION

AND SHIPPING

DURING PACKAGING

TO BE PROTECTED

MACHINED SURFACE

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

L V

E R

T V

A L V

E

D E

T A

IL

S

S-502

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

1/4

(TYP.)

/8 " 5'-8"

/1

/8

5 SP @ 1'-0" = 5'-4"4"

/4

/4

" 4 SP @ 1'-0" = 4'-10"10"

/1

/4

/4

1 3/4 "

1 3/4 "

5'-4 1/2 "

6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "

/1

1/2 "

(T Y

P

/1

6"

4 1/16 "

(TYP.)

R 1"

.6

2"

R

5"

2" 5/8 "

7"

8 9/16 "

2 1/4 "

/1

1/4

(TYP.)

/2

7'-9 1/4 "

/8

T Y

P

.)(TYP.)

R 4"

4 11/16 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 5/8 "1'-3 1/2 "4 11/16 "4" 4"

(TYP.)

/16

Ø

(T

YP.

) 4

Ø

(TYP.)

3 9/16 "

6 1/8 "6"6"8 1/8 "6"6"8 1/8 "6"6"6 1/8 "1'-5 15/16 "

/2

/8

/4

4 1/2 "

2'-5 1/8 "4 1/2 "2'-11 3/4 "4 1/2 "7 7/16 "

1/4

(TYP.)

7 7/16 "

/8

/8

(T Y P.

1/

Ø

2 7/16 "

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

2 5/16 "

/4

/1

/1

2 5/8 " 2 5/8 "TYP.

(5) EQUAL SPACES

3 1/2" C. TO C.

1 1/8 " 2 5/8 "

8'-4 3/8 "

7'-9 1/4 "

11/16 "

2 5/8 "

/8

/8

/8

/2

/2

ASTM A709 GR, 50F2BOTTOM PLATE41S-502-J8-3

ASTM A709 GR, 50F2MID PLATE41S-502-J8-2

ASTM A709 GR, 50F2TOP PLATE41S-502-J8-1

ASTM A709 GR, 50F2GUSSET41S-502-J1-1

ASTM A709 GR, 50F2PL 1/2" X 1'-1" X 6"41S-502-A15-3

ASTM A709 GR, 50F2GUSSET164S-502-A15-2

ASTM A709 GR, 50F2PL 1/2" X 4-13/16" X 1'-1"41S-502-A15-1

H900, MIN BRINELL HARDNESS 388

ASTM A705, UNS S17400, TYPE 630, CONDITION CONNECTION PIN41S-502-A8-1

ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6"41S-502-A1-3

ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6-11/16"41S-502-A1-2

ASTM A709 GR, 50F2PL 5/8" X 5'-8" X 6"41S-502-A1-1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

1/2" Ø COTTER PIN

S-502-A1-1

S-502-A1-2

S-502-A1-3

S-502-A1 - BUILT UP BEAM ASSEMBLY

S-502-A8-1 - CONNECTION PIN

S-502-A15 - SLIDE VALVE SEAT ASSEMBLY

S-502-J1-1 - GUSSET

J1

S-502-J8 - BUILT UP BEAM ASSEMBLY

SCALE: 1"=1'-0"

J8

S-502-A15-2

S-502-A15-3

S-502-A15-1

S-502-J8-3

S-502-J8-2

S-502-J8-1

0 1' 2'6"

6"0 3" 1' 6"0 3" 1'

PL 5/8"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

1'-7 3/4 "

/2

1'-7 3/4 "

1'-7 13/16 "

/2

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

/8

1" R

(TYP.)R 1

/8 "4

/8

1'- 11/16 "

6" 11/16 "

/8

4 9/16 " 10 5/8 "

(TYP.)

SMOOTH

GRIND

(TYP.)

SMOOTH

GRIND

S I

D

S O

L

IC

IT

A

T

IO

N

C U

L V

E R

T V

A L

V E

S A

N D

S T

R U

T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I

S L

A N

D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

W

E K

R

/1

C K

I S

L A

N D

IL

L

IN

C K

I S

L A

N D

D

IS

T R

J O

N

L V

E R

T V

A L

V E

D E

T A

IL

S

S-503

C S

C H

U M

A C

H E

R

K A

T W

A T

IW

P

R O

J

B

B O

Y D

S T

O N

CLVRTVALVE

(TYP.)

R 1"

/2

/4

/8

10 11/16 "4 9/16 "

/8

1'-7 13/16 "

/8

/1

/8

/1

2 5/8 "2 5/8 "2 5/8 "2 5/8 "6 3/4 "

1/

/8

1'- 5/8 "

5/8 "6"

10 11/16 "4 9/16 "

1" R

/4

/8

/2

ASTM A709 GR. 50F2DIAPHRAGM STIFFENER TYPE 11S-503-H15

ASTM A709 GR. 50F2BRACE PLATE TYPE 24S-503-H8

ASTM A709 GR. 50F2SKIN PLATE STIFFENER TYPE B12S-503-H1

ASTM A709 GR. 50F2SKIN PLATE STIFFENER TYPE A328S-503-A15

ASTM A709 GR. 50F2DIAPHRAGM STIFFENER TYPE 2164S-503-A8

ASTM A709 GR. 50F2BRACE PLATE TYPE 141S-503-A1

MATERIALDESCRIPTION

QTY

TOT

QTY

UNIT MARK NO.

BILL OF MATERIALS

S-503-A1

SCALE: 3" = 1'-0"

A1

S-503-H1

SCALE: 3" = 1'-0"

H1

S-503-H8

H8

S-503-A8

S-503-A15

S-503-H15

R

R

6"0 3" 1' 6"0 3" 1' 6"0 3" 1'

6"0 3" 1'6"0 3" 1'6"0 3" 1'

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

1" 1"5 1/2 "

/4

R

9 1/2 "

/4

12 3/4"

/1

/8

/8

/8

/1

SEE S-504-A1-3

(FCM)

CONNECTION

STRONGBACK

(TYP.)

2 5/8 "

(T Y

P

/8

(TYP.)

(T Y

P

/8

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

1 7/16 " 1 3/8 "

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

LOCK WASHER (TYP.)

BOLT WITH HEX NUT AND

LOCK WASHER

BOLT WITH HEX NUT AND

LOCK WASHER

BOLT WITH HEX NUT AND

HOLE (TYP.)

ACCESS

WELD

1" RADIUS

(TYP.)

AND WASHER

WITH HEX NUT

S I

D

S O

L

IC

IT

A

T

IO

N

C U

L V

E R

T V

A L

V E

S A

N D

S T

R U

T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I

S L

A N

D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E

R B

A S

IN

W

E K

R

/1

C K

I S

L A

N D

IL

L

IN

C K

I S

L A

N D

D

IS

T R

J O

N

L V

E R

T V

A L

V E

D E

T A

IL

S

S-504

C S

C H

U M

A C

H E

R

K A

T W

A T

IW

P

R O

J

B

B O

Y D

S T

O N

CLVRTVALVE

2"

7 1/2 "

2"

BORE

2 1/16 "

2"

R

/4

"8

6 1"

7"

2 1/2 " 2 1/2 "

8 5/8 "

3 7/8 "

/1

3"

6"

/2

1'-0"

1'-1 1/4 "

1"

5/8 "

6 1/8 "

2 1/8 "

/4

/8

/8

2 9/16 "

1/2 "

R

1/2 "

R 3/8 "

R

1 1/2 "

7"

/2

1"

3/4 "

1 1/2 "

R

/4

3"

8 1/4 "

ASTM A709 GR. 50F2W 18X55 X 11'-3 7/16"1S-504-H7-1

ASTM A709 GR. 50F2PIN PLATE2S-504-J1-2

ASTM A709 GR. 50F2BASE PLATE2S-504-J1-1

ASTM A709 GR. 50F2GUSSET1S-504-A13-3

ASTM A709 GR. 50F2PIN PLATE1S-504-A13-2

ASTM A709 GR. 50F2BASE PLATE1S-504-A13-1

ASTM A709 GR. 50F2SEAL BAR 3/8" X 6" X 9'1S-504-A7-8

RUBBERBOTTOM RUBBER SEAL 2" X 2 1/4" X 10'1S-504-A7-7

ASTM A709 GR. 50F2RUBBER SEAL SUPPORT BAR 1/2" X 5 5/16" X10'1S-504-A7-6

ASTM A709 GR. 50F2FILL BAR 7/8"x 3 9/16" X 10' - GROUND TO FIT1S-504-A7-5

ASTM A709 GR. 50F2W 18X55 X 11'-3 7/16"1S-504-A7-4

ASTM A709 GR. 50F2SKIN PLATE 1/2" X 8'-8 1/2" X 10'1S-504-A7-3

RUBBERSEALS UNLIMITED SEAL MOLD NO. 3493 OR EQUAL.2S-504-A7-2

ASTM A709 GR. 50F2SEAL BAR 1/2" X 4" X 8'-10 1/4"2S-504-A7-1

ASTM A709 GR. 50F2PL 1" X 10" X 11 3/4"2S-504-A1-3

ASTM A709 GR. 50F2PL 1/2" X 5 1/2" X 5 3/4"2S-504-A1-2

ASTM A709 GR. 50F2PL 1" X 12 3/4" X 15 1/4"1S-504-A1-1

MATERIALDESCRIPTIONQTYMARK NO.

BILL OF MATERIALS

S-504-A1 - STRONGBACK BASE PLATE ASSY

S-504-A7-2 - SIDE SEAL

SCALE: NTS

F1

S-504-J1 - LEVEL STRUT CONNECTION

J1

S-504-A7 - BOTTOM SEAL ASSEMBLY

SCALE: 6" = 1'-0"

A7

A13

S-504-A13 - DOGGING EAR ASSY

H7

SCALE: NTS

S-504-H7 - STRONGBACK CONNECTION

G

(TYP.)

CJP

(TYP.)

CJP

(TYP.)

CJP

5/16"

(TYP.)

100% MT

5/16"

(TYP.)

100% MT

S-504-A1-3

S-504-A1-2

S-504-A1-1

S-504-A7-1

S-504-A7-2 S-504-A7-3

S-504-A7-4

S-504-A7-5

S-504-A7-6

S-504-A7-7

S-504-A7-8 S-504-A13-2

S-504-A13-3

S-504-A13-1

S-504-J1-1

S-504-J1-2

S-504-H7-1 S-504-H7-1

S-302-A15

S-302-H15S-302-D15

S-302-H15

S-504-A1-1

S-503-H15

S-504-A7-3

S-302-A15

S-504-A1-1

S-504-A1-2

S-503-H15

S-302-D15

S-504-A1-3

C

LGUSSET

6"0 3" 1'

6"0 3" 1' 6"0 3" 1'3"0 6"1-1/2"

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

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"(L&R)7

1'-8 3/16"(L&R)8

1'-8 1/8"(L&R)9

1'-8 1/8"10 (L&R)

1'-8 1/8"11 (L&R)

1'-8 3/16"12 (L&R)

14'-5 3/8"13

14'-5 3/8"14

5'-11 3/16"15

5'-11 3/16"16

5'-0" 17

5'-0"18

10 5/8"21 (L&R)

5'-5 15/16"20

CULVERT VALVE CONTROL DIMENSIONS AND TOLERANCES

GATE

5'-5 15/16"19

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

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

S-505

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

B

B O

Y D

S T

O N

CLVRTVALVE

5'-3 11/16"22 (L&R)

18 17

9'- 1/8"23 (L&R)

9"24 (L&R)

A1

SCALE: 1" = 1'-0"

DETAIL

K1

SCALE: 1" = 1'-0"

DETAIL

0 1' 2'6"

0 1' 2'6"

# INDICATES CONTROL DIMENSION NUMBER IN TABLE 2.

NOTE: SKIN PLATE NOT SHOWN FOR CLARITY.1.

GENERAL SHEET NOTES

C L

GATEC

L

F L

O W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

ILLINOIS

N

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

V E

R S

H E

E T

G-001

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

SHT. ID DESCRIPTIONS

SHEET INDEX

STRUT ARM PARTS

STRUT ARM PARTS

STRUT ARM PARTS

STRUT ARM PARTS

SPRING YOKE ASSEMBLY

STRUT ARM PARTS

STRUT ARM PARTS

STRUT ARM PARTS

STRUT ASSEMBLY SECTIONS

STRUT ASSEMBLY

COVER SHEET

S-508

S-507

S-506

S-505

S-504

S-503

S-502

S-501

S-301

S-101

G-001

STRUT ARM

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

S E

M B

L Y

IS

O

M E

T R

IC

S-101

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

A1

SCALE: 1"=1'-0"

ASSEMBLY ISOMETRIC

S-503-A11 S-504-A1

S-102-A1

S-503-A1

0 1' 2'6"

S-507-A9

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S-501-H11

S-502-A1

S-502-A1S-501-H11

S-501-A1

S-501-A1

S-501-H1

S-501-H1

S-502-H1

S-502-H5S-502-H5

S-502-H9

S-502-M1

S-502-A17

S-502-A17

S-502-H1

S-502-H9

S-502-M1

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

S S

E M

B L Y

P L

A N

S-102

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

1/4 "

1 1/2 "

HEX NUT

1/2 "

4'-8"

1'-10 1/4 "

16'-11 1/4"

1/2 "

3/32" WIDE SAW CUT

CENTERS SHALL BE ALLOWED ON ALL SOLID ROUND STOCK PARTS. 8.

PIPE, SURFACE FINISH AS PRODUCED BY MAKER.

ALL MACHINED SURFACES = 125 RMS OR BETTER.

ALL FORGED/CASTING SURFACES = 250-275 RMS.

SURFACE FINISHES: 7.

BREAK ALL SHARP EDGES, AND NO BURRS SHALL BE ALLOWED. 6.

SPECIFIED.

DIMENSIONAL TOLERANCES SHALL BE ±0.030" UNLESS OTHERWISE 5.

INHIBITOR SIMILAR TO COSMOLINE.

ALL NON-PAINTED SURFACES SHALL BE COATED WITH A CORROSION 4.

OF 2.5 MILS.

5.5 MILS AND SHALL BE APPLIED ON A MINIMUM ZINC-RICH COAT THICKNESS

AN AVERAGE THICKNESS OF 6.5 MILS WITH A MINIMUM POINT THICKNESS OF

NEEDED TO OBTAIN THE REQUIRED THICKNESS). PAINT SYSTEM SHALL HAVE

(DOUBLE SPRAY COAT), AND A FOURTH COAT OF ALUMINUM VINYL V-102E (AS

766E (DOUBLE SPRAY COAT), THIRD COAT OF ALUMINUM VINYL V102E

RICH VZZ-108D (DOUBLE SPRAY COAT), SECOND COAT OF WHITE VINYL V-

3-A-Z REQUIRES WHITE METAL BLAST CLEANING, FIRST COAT OF VINYL ZINC- 3.

EXCEPTION OF MACHINED MATING SURFACES.

ALL COMPONENTS SHALL BE PAINTED WITH A 3-A-Z PAINT SYSTEM, WITH THE 2.

LUBRICATING COMPOUND.

ALL THREADED FASTENER THREADS SHALL BE COATED WITH ANTI-SEIZE 1.

GENERAL SHEET NOTES

A1

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

STRUT ASSEMBLY

TYP OF (3) TYP OF (3)

1'-8 1/8 "

SCREWS EACH ASSEMBLY

PROVIDE (2) 5/8" X 1-1/4" LOCKING

EACH ASSEMBLY

PROVIDE (2) 3" U.S.S LOCK NUT

EACH ASSEMBLY

PROVIDE (2) 3" U.S.S NUT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S-301

H17

S-301

A1

S-301

H1

ASSEMBLY IN THE FIELD (TYP)

TO "BELZONA 1111," AFTER

COMPOSITE MATERIAL EQUAL

FILL WITH APPROVED EPOXY 1 REQUIRED PER ASSEMBLY

3-4 UNC CLASS 1B THREADS

3" HEAVY HEX NUT ASTM A563

1 REQUIRED PER ASSEMBLY

3-4 UNC CLASS 1B THREADS

3" HEAVY HEX JAM NUT ASTM A563

A N

S I

X

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

S S

E M

B L Y

S E

C T

IO

N S

S-301

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

R 3/4"

LIGHT DRIVING FIT

LIGHT DRIVING FIT

Ø .3

1/2 "

16'-11 1/4"

3"

4'-8"

1'-7 1/4 "

1/2 "

Ø /2 C

O R

E D

A1

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

SECTION

H1

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

SECTION

H17

SCALE: 1 1/2"=1'

SECTION

1' 2'0 6"1' 2'0 6"

.6

O .D

.8

I.

D

S-502-A17

DOWEL PIN AFTER INSTALLATION

GRIND FLUSH ENDS OF

S-501-H1

S-501-H11

S-502-H5

PRIOR TO DELIVERY

DO NOT INSTALL

S-501-A1

S-502-H1 S-502-A1

S-501-H11

S-501-A1

S-508-A15

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/8 I.

D

16'-10 1/4" LENGTH OF PIPE

TYP

R 2 1/2

TYP

R 1/2"

TYP

R 3/4"

TYP

R 1"

R 5"

/8" DIA. BOLT7

DRILL AND TAP FOR

.0

.0

.0

.0

.0

.0

3-4 UNC CLASS 1A THREADS

U.S. STD 3 TPI, L.H.U.S. STD 3 TPI, R.H.

FOR 1/2" BOLTS

DRILL AND TAP

SPACED AT 120° (TYP)

/8" DIA. BOLT, 7DRILL AND TAP FOR

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-501

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

7 3/4 "1'-8"1'-7 1/4 "6"3"

4'-8"

1/4 " CHAMFER

Ø /2 T

U R

N E

D

Ø .5

Ø .0

/2

2 1/2 "2 1/2 "

2 1/4 "

Ø .3

1 1/2 "

R

/8

/2

R

/4

/2

/4

/4

/2

/4

7 1/4 " 6"

6 1/4 " (TYP.)

4" 2 1/2 "

SUCH AS BUT NOT LIMITED TO, FOR THE BUSHINGS OR PINS.

PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES,2.

SURFACE FINISH RMS VALUE OF 32.

INTERIOR DIAMETER OF THE 4" DIAMETER OPENING SHALL HAVE A 1.

GENERAL SHEET NOTES

A1

SCALE: 3"=1'-0"

S-501-A1 6"0 3" 1'

H1

SCALE: 3"=1'-0"

S-501-H1 6"0 3" 1'6"0 3" 1'

3 TPI, R.H.

U.S. STD

S-501-H11

H11

H17

S-501-H17

ASTM A148, GRADE 80-50

ASTM A668, CLASS E OR CROSS HEAD161S-501-H11

SAE 4140BOLT161S-501-H1

ASTM A53, GRADE BSTRONG PIPE161S-501-A1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

1 1/2 "

TYP

1/4" CHAMFER

/2

/8 O .D

S-508-A9

HOLE FOR S-502-A17

1" DIA DRILLED

R 1/2"

R 1/2"

FOR S-502-H1

DRILL AND TAP

.2

Ø

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R

H17

Ø

FOR S-502-A17

CHAMFERED

1" Ø DRILLED HOLE

.0

.0

.2

D

IA

1/4" PIPE

DRILL AND TAP FOR A

-0.002

+0.000

.5

Ø

.0

.0

.0

.0

THREAD

S.A.E.

1/4" DIA. GREASE HOLE

S.A.E. - 14 TPI

Ø .3

-0.006

-0.003

(TYP.)

/4" CHAMFER1

TPI, L.H.

U.S. STD 3

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R A

R T A

R M

D E

T A

IL

S

S-502

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

3/4 "5" 3/4 "

3/8 "

5/8 "

1'-4"

8"

3/8 "

/8

1/8 "

1 1/4 "

/4

/4

/4

5/8 "

1 5/8 "

/2

7/8 "

/4

1 3/4 "

3"1'-5 1/2 " CORED1 3/4 "

3" 3" 1'-10 1/4 "

B O

R E

D Ø /4

6" 7/8 "

C O

R E

D /2

Ø

/8

R

1/ 2" (T

YP.

R

3/ 4" (T

Y P

R

1.000"Ø

(TYP.)

1/4" CHAMFER

AS BUT NOT LIMITED TO, FOR THE BUSHINGS OR PINS.

PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES, SUCH 3.

NECESSARY TO FACILITATE FABRICATION.

PROVIDE UNDERCUT SHANK FOR HEX HD. SET SCREW AS MINIMALLY 2.

PIN SHALL HAVE A SURFACE FINISH RMS VALUE OF 32.1.

GENERAL SHEET NOTES

A17

SCALE: 6"=1-0"

S-502-A17

S-502-A1

H1

SCALE: 1'=1'-0"

S-502-H1

H5

SCALE: 1'=1'-0"

S-502-H5

M1

SCALE: 6"=1'-0"

S-502-M1

H9

SCALE: 6"=1'-0"

S-502-H9

6"0 3" 1' 3"0 6"1-1/2"

0 1" 2"1/2" 0 1" 2"1/2" 3"0 6"1-1/2"

3"0 6"1-1/2"

Ø /8

O

IL

H

O L E

Ø4"

/8 " (T

Y P

ASSEMBLY, PC# 168-V

2 ASTM A307 1#2" X 11#2" HEX BOLT REQUIRED PER PIN KEEPER PLATE161S-502-M1

H900, MIN BRINELL HARDNESS 388

ASTM A705, UNS S17400, TYPE 630, CONDITION PIN322S-502-H9

ASTM A449

SET SCREW

7/8" SPEC. HEX HD. 966S-502-H5

ASTM A449BOLT161S-502-H1

ASTM A36DOWEL PIN161S-502-A17

ASTM A668, CLASS E OR ASTM A148, GRADE 80-50PLUNGER161S-502-A1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

5/8" DIA BOLT, 1-1/4" DEEP

DRILL AND TAP FOR

S-502-H1

R 1/4"

1 1/2 "

S L

ID

IN

G F

IT

F

O R S -5

-A

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

/8" X 3/4"3TAP

HEADLESS SET SCREW

/4"3DRILL AND TAP FOR 3/8" X

HEADLESS SET SCREW

/8" X 3/4"3DRILL AND TAP FOR

HEADLESS SET SCREW

/4"3/8" X 3DRILL AND TAP FOR

HEADLESS SET SCREW

DRILL AND TAP FOR 3/8" X 3/4"

S W

IV

E L

-0 .0

.0

S W

IV

E L-0 .0

.0

S W

IV

E L-0 .0

.0

S W

IV

E L

-0 .0

.0

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-503

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

10"

9"

.2

.0

.0

.0

/4

/4

/4

/4

/4

/4

/4

/4

/4

/4

/4

/2

/4

/4

/4

/4

/4

/4

/2

/4

/4

/2

/4

/4

/4

/4

/4

ASTM A668, CLASS E OR ASTM A148, GRADE 80-50SWIVEL JOINT1S-503-A11

ASTM A668, CLASS E OR ASTM A148, GRADE 80-50SWIVEL JOINT1S-503-A1

MATERIALDESCRIPTIONQTYMARK NO.

BILL OF MATERIALS

AS BUT NOT LIMITED TO, FRO THE BUSHINGS OR PINS

PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES, SUCH 3.

VALUE OF 32.

INTERIOR DIAMETER OF ALL BUSHINGS SHALL HAVE A SURFACE FINISH RMS 2.

C95400.

PROVIDE HEADLESS SET SCREW IN ACCORDANCE WITH ASTM F912, UNS 1.

GENERAL SHEET NOTES

A1

SCALE: 3"=1'-0"

S-503-A1 A11

SCALE: 3"=1'-0"

S-503-A11 6"0 3" 1' 6"0 3" 1'

S-508-A15

S-508-A9

S-508-F1

S-508-A9

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R

IN

G Y

O K

E

A S

S E

M B

L Y

S-504

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

A1

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

SPRING YOKE ISOMETRIC

S-504-A1

NOT SHOWN FOR CLARITY IN DETAIL A1.

2. BUFFER PLATE S-507-A1, BUFFER BLOCK S-507-J1, AND BUFFER SPRING S-507-J5

TOP PLATE S-507-J9 NOT SHOWN ON A1 FOR CLARITY.1.

GENERAL SHEET NOTES

A11

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

SPRING YOKE ASSEMBLY

S-507-A1

S-507-J5

S-507-J1

S-507-A9

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-505

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

5'-2 1/2 "

3'-5"1'-5"

3"4 SPACES @ 6" = 2'-0"3"

8 1/4 "4"

/4

8 1/4 "4"

/1

/1

4 1/2 "11"3 1/2 "2'-1"1'-6 1/2 "

1/4 " TY

P

R 1/4 " TY

P

R

1'-6 1/2 "

/4

1'-6"

1'-7"

/2

/4

1'-1 15/16 "9"

LC

1" 1"

2 13/16 " 1 1/2 "

/4

3 7/16 "

1" R

3/4 "

2 1/4 "

/4

4"

2'-1"

3 3/8 "

/1

/8

B O

R E

D F

O R S -5

-A

/4

Ø

1" R

R 1"

9 1/4 "

/4

1"

/4

R

/2

R

/2

11 7/16 "

A1

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

S-505-A1 - SPRING YOKE BOX ASSEMBLY

1' 2'0 6"

ASTM A572, GRADE 503/8" PLATE322S-505-A1-3

CR STEEL

SCREW 1 1/8" LG

5/8" HEX HD CAP 22414S-505-A1-2

ASTM A148/A148M, GRADE 80-50SPRING YOKE BOX161S-505-A1-1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

S-505-A1-1

S-508-A1

AS BUT NOT LIMITED TO, FOR THE BUSHINGS OR PINS.

PROVIDE A MINIMUM 125 MICROINCH FINISH ON ALL FAYING SURFACES, SUCH 2.

BUSHINGS TO BE PRESS FIT IN SPRING YOKE BOX.1.

GENERAL SHEET NOTES

S-505-A1-2

S-505-A1-3

SEE S-507-J9

FROM COVER PLATE,

CAP SCREWS,TRANSFER

DRILL AND TAP FOR 5/8"

R.H. OR L.H. SIDE AS REQD.

FOR CUTOUT SWITCH

DRILL AND TAP 1/2" U.S.S.

FLANGE

DOWNSTREAM

INSIDE FACE

ANCHOR

STRUT

/4

S-502-M1

S-508-A9

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

BUSHING

BUSHING

S-506

A1

S-506

A15

S-506

H1

S-506

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-506

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

6"0 3" 1'

6"0 3" 1'

6"0 3" 1'

6"0 3" 1'

/8

R 1/2"

1'-5"

9" 8"

1/2

R

4'-10"

/4

/2

/4

/2

R

1/2 "

R

1/2 "

R

1/8 "

R

/8

R

1/

R

R

R 1"

/2

/8

/4

2"

R

/2

R

1/2 "R

LC

/4

R

1" R

5"R

/4

3 3/8 "

2'- 1/2 "

1 1/4 "

1"

1 1/2 "

/4

/4

/4

/2

1"

1/4 "

R

1/4 "

R

/4

R

4'-10

R

4'-10"

9"

/4

1'-3"

1/4 "

3 3/4 "

3 3/4 "1 /2

.6

O R

°- 4

'- 4

.6

O R

/4

A1

SCALE: 3"=1'-0"

SECTION

H1

SCALE: 3"=1'-0"

SECTION DETAIL

SECTION

1/8" CHAMFER

1/4" PIPE TAP

1/4" CHAMFER

1/4" CHAMFER

R 1"

LC

ANCHOR

STRUT

DRILL AND TAP FOR 3/4" BOLTS

RD. HD. CAPSCREW

DRILL AND TAP FOR 3/4"

ANCHOR

STRUT

/8

/4 " B

O R

E

S-508-A1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-507

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

6"0 3" 1'

̃Ø F

R E

E L

E N

G T

H

̃1 S

O L

ID

L

E N

G T

H

Ø4 3/4" PITCH

6"0 3" 1' 6"0 3" 1'

RND HD CAP SCREW

PROVIDE Ø3/4" x 1-1/4"

FINISHED ALL OVER.

SECTION A1-2

SECTION A1-1

1/4" CHAMFER

CAST SMOOTH

FINISH

/1

/4

3/4 "2 1/4 "

3"

4 1/2 "

5 5/8 "

3/4 "

/4

/2

(TYP.)

R 1

/2 "

2 1/4 "

Ø 6 1/4 "

/2

̃1 /4 U

N D

E R

L

B S

L

O A

D

3" C

O R E D

/2

/2

/2

3 1/2 " 3 1/2 "

1'-2 1/2 "

3/

R

/4 C

A S

T S

M O

O T

H

1 1/4 "

1/2 "

1 1/4 "

1"

/8

/8

1/2 "

3"

1 1/2 "

2 1/4 "

1/4 "

3/4 "

3 3/4 "

2 1/4 "

/2

1/ 4 "

R

1/8 "

R

/4

/4

1/2 " 1/2 "1'-2 1/2 "

1'-1 1/2 "

1'-3 1/2 "

1'-3 1/2 "

6"0 3" 1'

2'-6"

3"4 SPACES @ 6" = 2'-0"3"

/2

R

/2

R

1/

R

2 1/2 "

R

/8

/4

/8

1/

TO 3/4"

REAMED

13/16" X 1-1/4" TYP

6"0 3" 1'

5/16

/4

/8

/2

/4

(T Y

P

/1

Ø

/2

/8 "2"

4 1/8 "

/8

1 1/4 "2"

/4

/2

/8

4"

(T Y P

/1

Ø

1"

3"

/4

/4

4"

1/4"

1/4"

1 1/2"Ø

FACED END

FACED END

ASTM A572, GRADE 50COVER PLATE161S-507-J9

SOLID

ENDS 22300 LBS TO COMPRESS

A689, ASTM A322, GRADE 9260 FACED

SILICON MANGANESE STEEL, ASTMBUFFER SPRING644S-507-J5

ASTM 668, CLASS EBUFFER BLOCK322S-507-J1

ASTM A668, CLASS E

AND PRESSURE GREASE FITTINGS)

2307T23 OR EQUAL (ROLLER BEARINGS

1400 LBS. CAPACITY McMASTER CARR

LENGTH OF HUB 2-3/16" AXLE SIZE 3/4"

ROUGH SERVICE WHEEL 4"X1-1/2". 322S-507-A9-7

ASTM A449BOLT Ø 3/4" X 5" LONG322S-507-A9-6

3/4" ZINC PLATED STEEL 5/32" THICKSTANDARD FLAT WASHER644S-507-A9-5

ASTM A572, GRADE 50SHIM, PL 1/16" THICK322S-507-A9-4

ASTM A572, GRADE 50BAR 2X3X0'-9 1/4"322S-507-A9-3

ASTM A572, GRADE 50PL. 1/2"644S-507-A9-2

ASTM A572, GRADE 50L4X3-1/2X1/2322S-507-A9-1

ASTM A148, GRADE 80-50BUFFER PLATE322S-507-A1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

/2

A1

SCALE: 3"=1'-0"

S-507-A1 A9

SCALE: 3"=1'-0"

S-507-A9

J1

S-507-J1

J5

S-507-J5

J9

S-507-J9

5/16"

S-507-A9-1

S-507-A9-2

S-507-A9-6

S-507-A9-5

S-507-A9-3

S-507-A9-4

S-507-A9-7

2 1/8 "

/8

/2

/8

/2

WT: 39 LBS

PL 3/8"

3 1/4 " CORED

3 1/4 "

CORED

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

A1-2

A1-1

S I

D

S O

L

IC

IT

A T

IO

N

C U

L V

E R

T V

A L V

E S A

N D S

T R

U T A

R M

S

IL

L

IN

O

IS

S T

A R

V E

D R

O C

K

M A

R S

E

IL

L E

S

D R

E S

D E

N I S

L A

N D

B R

A N

D O

N R

O A

D

IL

L

IN

O

IS

R

IV

E R B

A S

IN

W E

K

R

/1

C K I S

L A

N D

IL

L

IN

O

IS

C K I S

L A

N D D

IS

T R

J

O N

R U

T A

R M

D E

T A

IL

S

S-508

C S

C H

U M

A C

H E

R

K

A T

W A

T

IW

P R

O J

H

O C

O N

STRUTARM

6"0 3" 1'

6"0 3" 1'

F1

SCALE: 3"=1'-0"

S-508-F1

A9

SCALE: 3"=1'-0"

S-508-A9 6"0 3" 1'A15

SCALE: 3"=1'-0"

S-508-A15 A1

SCALE: 3"=1'-0"

S-508-A1

.0

.0

.0

/4

.0

10"

1'-6 1/2 "

.0

/2

.0

.0

/4

.0

8"

.0

.0

.0

.0

10"

.0

.0

.0

.0

GREASE GROOVES

1/8" x 1/4"

GREASE GROOVES

1/8" x 1/4"

GREASE GROOVES

1/8" x 1/4"

GREASE GROOVES

1/8" x 1/4"

ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-F1

ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-A15

ASTM B271 OR ASTM B505BRONZE BUSHING322S-508-A9

ASTM B271 OR ASTM B505BRONZE BUSHING161S-508-A1

MATERIALDESCRIPTIONTOT QTYUNIT QTYMARK NO.

BILL OF MATERIALS

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

1/2"

VALUE OF 32.

INTERIOR DIAMETER OF ALL BUSHINGS SHALL HAVE A SURFACE FINISH RNS 1.

GENERAL SHEET NOTES

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T E

D B

Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

IS

S

U E D

A T

E

S

IZ

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

B5IWPROJ202106__G-001
B5IWPROJ202106-CAD_SHEET-2021-05-05-G-001
B5IWPROJ202106__G-002
B5IWPROJ202106-CAD_SHEET-2021-05-05-G-002
B5IWPROJ202106_CLVRTVALVE_G-001
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_G-001
B5IWPROJ202106_CLVRTVALVE_S-001
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-001
B5IWPROJ202106_CLVRTVALVE_S-101
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-101
B5IWPROJ202106_CLVRTVALVE_S-102
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-102
B5IWPROJ202106_CLVRTVALVE_S-201
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-201
B5IWPROJ202106_CLVRTVALVE_S-202
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-202
B5IWPROJ202106_CLVRTVALVE_S-203
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-203
B5IWPROJ202106_CLVRTVALVE_S-301
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-301
B5IWPROJ202106_CLVRTVALVE_S-302
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-302
B5IWPROJ202106_CLVRTVALVE_S-303
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-303
B5IWPROJ202106_CLVRTVALVE_S-501
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-501
B5IWPROJ202106_CLVRTVALVE_S-502
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-502
B5IWPROJ202106_CLVRTVALVE_S-503
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-503
B5IWPROJ202106_CLVRTVALVE_S-504
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-504
B5IWPROJ202106_CLVRTVALVE_S-505
B5IWPROJ202106-CAD_SHEET-2021-05-05-CLVRTVALVE_S-505
B5IWPROJ202106_STRUTARM_G-001
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_G-001
B5IWPROJ202106_STRUTARM_S-101
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-101
B5IWPROJ202106_STRUTARM_S-102
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-102
B5IWPROJ202106_STRUTARM_S-301
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-301
B5IWPROJ202106_STRUTARM_S-501
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-501
B5IWPROJ202106_STRUTARM_S-502
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-502
B5IWPROJ202106_STRUTARM_S-503
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-503
B5IWPROJ202106_STRUTARM_S-504
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-504
B5IWPROJ202106_STRUTARM_S-505
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-505
B5IWPROJ202106_STRUTARM_S-506
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-506
B5IWPROJ202106_STRUTARM_S-507
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-507
B5IWPROJ202106_STRUTARM_S-508
B5IWPROJ202106-CAD_SHEET-2021-05-05-STRUTARM_S-508
2021-11-10T13:51:26-0600
STEWART.MATTHEW.E.1231228442
2021-11-10T15:16:16-0600
MACK.THOMAS.E.1230411235
2021-11-10T15:33:33-0600
LANDWEHR.KEVIN.J.1230550367
2021-11-12T08:56:36-0600
MOTT.RONALD.L.1231238138
2021-11-15T13:23:03-0600
ANDERSON.HEATHER.L.1231214808

File details come from the government source that posted it. Updated .