A02_W912EK-17-T-0050_Amended_Drawings_2014-08-14.pdf.pdf

PDF 1 MB Posted

Attached to
Strut Arm Assemblies and Spare Parts
Solicitation number
W912EK-17-T-0050
Issued by

About this file

Amended Drawings

View the file

Other files

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

A N

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W

G -0

.d g n

:0

:0

A

M

B E

C D

M A

B

/1

/2

B

IW

W

G -0

.d g n

G-001

C O

V E

R S

H E

E T

B

IW

W

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

ILLINOIS RIVER BASIN

ILLINOIS WATERWAY

ILLINOIS

STRUT ASSEMBLIES AND SPARE PARTS

IL

L

IN

O

IS

IL

L

IN

O

IS

W

A T

E R

W A

Y

IL

L

IN

O

IS

R

IV

E R B

A S

IN

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

ILLINOIS WATERWAY PROJECT MAINTENANCE

W912EK-17-T-0050

W E

K -1

-T -0

R T

N

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

ID

Sheet

Solicitation:

Contract:

APPROVAL RECOMMENDED BY:

APPROVED BY:

DISTRICT COMMANDER

of Engineers

US Army Corps

DATE

DATE

DATE

DATE

DATEDATE

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

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

MAY 2017

S-501-C3 S-502-A1

S-502-A1S-501-C3 S-501-A1

S-501-A1

S-501-C1

S-501-C1

S-502-C1

S-502-C2S-502-C2

S-502-C3 S-502-D1

A N

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W S -1

.d g n

:0

:0

A

M

B E

C D

M A

B

/1

/2

S-101

E

K -1

-T -0

R

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

IL

L

IN

O

IS

R

IV

E R B

A S

IN

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

STRUT ASSEMBLY

S-301

A1

C1

GENERAL NOTES

IL

L

IN

O

IS

B

IW

W

B

IW

W S -1

.d g n

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

S T

R U

T A

S S

E M

B L

Y

P L

A N

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.

DIMENSIONAL TOLERANCES SHALL BE ±0.030" UNLESS OTHERWISE SPECIFIED. 5.

ALL NON-PAINTED SURFACES SHALL BE COATED WITH A CORROSION INHIBITOR SIMILAR TO COSMOLINE. 4.

ZINC-RICH COAT THICKNESS OF 2.5 MILS.

AN AVERAGE THICKNESS OF 6.5 MILS WITH A MINIMUM POINT THICKNESS OF 5.5 MILS AND SHALL BE APPLIED ON A MINIMUM

FOURTH COAT OF ALUMINUM VINYL V-102E (AS NEEDED TO OBTAIN THE REQUIRED THICKNESS). PAINT SYSTEM SHALL HAVE

COAT OF WHITE VINYL V-766E (DOUBLE SPRAY COAT), THIRD COAT OF ALUMINUM VINYL V102E (DOUBLE SPRAY COAT), AND A

3-A-Z REQUIRES WHITE METAL BLAST CLEANING, FIRST COAT OF VINYL ZINC-RICH VZZ-108D (DOUBLE SPRAY COAT), SECOND 3.

ALL COMPONENTS SHALL BE PAINTED WITH A 3-A-Z PAINT SYSTEM, WITH THE EXCEPTION OF MACHINED MATING SURFACES. 2.

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

R T

N

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

1 1

/1

/2

C M

G A

M E

N D

M E

N T

N

O T

E D

R A

W

IN

G C

H A

N G

E S

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

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W S -3

.d g n

:1

:1

A

M

B E

C D

M A

B

/1

/2

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

IL

L

IN

O

IS

R

IV

E R B

A S

IN

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

0 6" 1' 2'SCALE : 1 1/2"=1'-0"C1

SECTION

4'-8"

3"

"4 116'-11

"2 1 "2

3"

.8

I.

D

.6

O .D

"4

A1

SECTION

S T

R U

T A

S S

E M

B L

Y

S E

C T

IO

N S

IL

L

IN

O

IS

B

IW

W

B

IW

W S -3

.d g n

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

THE FIELD (TYP)

AFTER ASSEMBLY IN

"BELZONA 1111,"

MATERIAL EQUAL TO

EPOXY COMPOSITE

FILL WITH APPROVED

E

K -1

-T -0

1 REQUIRED PER ASSEMBLY

3-4 UNC CLASS 1B THREADS

PC# 168-N, ASTM A563

3" HEAVY HEX NUT

1 REQUIRED PER ASSEMBLY

3-4 UNC CLASS 1B THREADS

PC# 168-P, ASTM A563

3" HEAVY HEX JAM NUT

WITH EACH ASSEMBLY (TYP)

BUT PACKAGED AND PROVIDED

168-Q SHALL NOT BE INSTALLED

BE RIVETED AT BOTH ENDS."

168-L AND INSTALL 1" DOWEL PIN TO

DRILL THRU PARTS 168-K, 168-A, AND

THE FIELD, AT TIME OF INSTALLATION;

WEATHERPROOF TAG STATING "IN

ATTACH IN THE VOID GROOVE, A

R T

N

C M

G /1

/2

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

A M

E N

D M

E N

T

N

O T

E D

R A

W

IN

G C

H A

N G

E S

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

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W S -5

.d g n

:1

:1

A

M

B E

C D

M A

B

/1

/2

S-501

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

IL

L

IN

O

IS

R

IV

E R B

A S

IN

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"

.6

O .D

.8

I.

D

"2 12 4"

" LENGTH OF PIPE4

116'-10

"4 371'-8""4

11'-76"3"

4'-8"

D

IA

T

U R

N E

D

" CHAMFER4

TYP

" R 2

TYP

" R 2

TYP

" R 2

TYP

" R2

TYP

" R4

6"

TYP

1" R

5" R

"4

.3

Ø

C5

"4

D E

T A

IL

S

A1 S-501-A1

C1 S-501-C1

C3 S-501-C3

" DIA. BOLT8

DRILL AND TAP FOR

.0

.0

.0

D

IA

.2

D

IA

.5

D

IA

.0

.0

.0

.0

.0

.0

2 "2

12"2

THREADS

3-4 UNC CLASS 1A

L.H.

U.S. STD 3 TPI,

R.H.

U.S. STD 3 TPI,

R.H.

U.S. STD 3 TPI,

" BOLTS2

1 FOR

DRILL AND TAP

SECTION C5

1 REQUIRED PER ASSEMBLY

OR ASTM A148, GRADE 80-50

MATL: ASTM A668, CLASS E

1 REQUIRED PER ASSEMBLY

MATL: ASTM A53, GRADE B,

1 REQUIRED PER ASSEMBLY

MATL: SAE 4140,

BOLT PC# 168-L CROSS HEAD PC# 168-R

8" XX - STRONG PIPEPC# 168-K

S T

R U

T A

R M

IL

L

IN

O

IS

B

IW

W

B

IW

W S -5

.d g n

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

E

K -1

-T -0

A SURFACE FINISH RMS VALUE OF 32.

DIAMETER OPENING SHALL HAVE

INTERIOR DIAMETER OF THE 4"

NOTE:

" (TYP)4

BOLT, SPACED AT 120° (TYP)

" DIA. 8

7DRILL AND TAP FOR

R T

N

C M

G /1

/2

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

A M

E N

D M

E N

T

N

O T

E D

R A

W

IN

G C

H A

N G

E S

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

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W S -5

.d g n

:1

:0

A

M

B E

C D

M A

B

/1

/2

S-502

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

IL

L

IN

O

IS

R

IV

E R B

A S

IN

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

S-502-A1

3"3" "4

"4

3""4

6" "8 7 "2

11"

"4

Ø

TYP

" R4

Ø

CHAMFERED

1" Ø DRILLED HOLE

.0

.0

.2

D

IA

"8

"4

"4

"8

"8

"8

16"

"2

"4 3 "4

TYP

" DIA. 16

"8

"32

"16

TYP

" CHAMFER4

8"

D

IA

O

IL

H

O L E

" PIPE4

1FOR A

DRILL AND TAP

-0.002

+0.000

4.000" Ø

D1 S-502-D1

C1 S-502-C1

C2 S-502-C2

C3 S-502-C3

.5

Ø

.0

.0

1 REQUIRED PER ASSEMBLY

MATL: SAE 4140,

.0

.0

TYP

" R 2

THREAD

S.A.E.

D

IA

"2

" DIA. GREASE HOLE4

D E

T A

IL

S

TPI

S.A.E. - 14

" R4

"R TYP8

1 REQUIRED PER ASSEMBLY

ASTM A148, GRADE 80-50

MATL: ASTM A668, CLASS E OR

1 REQUIRED PER ASSEMBLY

MATL: ASTM A307,

PIN KEEPER PLATE PC# 168-U

REQUIRED PER ASSEMBLY, PC# 168-V

" HEX BOLT 2

1" X 12

12 ASTM A307

1 REQUIRED PER ASSEMBLY,

MATL: ASTM A36,

BOLT PC# 168-W " SPEC. HEX. HD. SET SCREW PC# 168-Q8

7 PIN PC# 168-M

PLUNGER PC# 168-A

IL

L

IN

O

IS

B

IW

W

B

IW

W S -5

.d g n

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

S T

R A

R T A

M

E

K -1

-T -0

FINISH RMS VALUE OF 32.

PIN SHALL HAVE A SURFACE

NOTE:

.3

Ø

M

IN

TO FACILITATE FABRICATION

AS MINIMALLY NECESSARY

PROVIDE UNDERCUT SHANK

NOTE:

A1 S-502-A5

1.000" Ø -0.006

-0.003

TYP

" CHAMFER 4

1 REQUIRED PER ASSEMBLY

MATL: ASTM A36

DOWEL PIN

" DIA. BOLT8

5 TAP FOR

" DEEP AND4

1DRILL 1

3 TPI, L.H.

U.S. STD

ASSEMBLY

6 REQUIRED PER

MATL: ASTM A307,

R T

N

C M

G /1

/2

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

A M

E N

D M

E N

T

N

O T

E D

R A

W

IN

G C

H A

N G

E S

0 1" 2" 3" 4"SCALE : 6"=1'-0"

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

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 \B

IW

W S tr u t

A rm s a n d R e p l P a rt s \P la n S e ts \S h e e ts \B

IW

W S -5

.d g n

:2

:0

A

M

B E

C D

M A

B

/1

/2

S-503

E

K -1

-T -0

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

IL

L

IN

O

IS

R

IV

E R B

A S

IN

A1 S-503-A1

10"

2 8

A3 S-503-A3

8 1

1"

9"

0 1" 2" 3" 4"SCALE : 6"=1'-0" 0 1" 2" 3" 4"SCALE : 6"=1'-0"

.0

.0

.0

.0

.2

.0

.0

"4 3" X 8

3TAP

HEADLESS SET SCREW

"4 3" X 8

3DRILL AND TAP FOR

HEADLESS SET SCREW

"4 3" X 8

3DRILL AND TAP FOR

HEADLESS SET SCREW

"4 3" X 8

3DRILL AND TAP FOR

HEADLESS SET SCREW

"4 3" X 8

3DRILL AND TAP FOR

.0

.0

.0

B U

S H

IN

G

S W

IV

E L

.0

.0

.0

.0

-0 .0

.0

.0

.0

B U

S H

IN

G

S W

IV

E L

.0

.0

-0 .0

.0

.0

.0

B U

S H

IN

G

S W

IV

E L

.0

.0

-0 .0

.0

B U

S H

IN

G

S W

IV

E L

.0

.0

-0 .0

.0

GROOVES

GREASE

" 4 1" X8

GROOVES

GREASE

"4 1" X8

GROOVES

GREASE

"4 1" X8

GROOVES

GREASE

"4 1" X8

D E

T A

IL

S

GENERAL NOTES

PC# 168-Z

BUSHING

BRONZE

PC# 168-S

BUSHING

BRONZE

PC# 168-Y

BUSHING

BRONZE

PC# 168-S

BUSHING

BRONZE

SWIVEL JOINT PC# 168-D SWIVEL JOINT PC# 168-C

IL

L

IN

O

IS

B

IW

W

B

IW

W S -5

.d g n

S T

R U

T A

S S

E M

B L

IE

S A

N D S

P A

R E P

A R

T S

S T

R U

T A

R M

SURFACE FINISH RMS VALUE OF 32.

INTERIOR DIAMETER OF ALL BUSHINGS SHALL HAVE A 2.

ANY OTHER SHEET FOR THIS PROCUREMENT.

THE PARTS DETAILED ON THIS SHEET ARE NOT SHOWN ON1.

HEADLESS SET SCREW - ASTM F912

B505, UNS C95400

BRONZE BUSHING - ASTM B271 OR ASTM

OR ASTM A148, GRADE 80-50

MATL: SWIVEL JOINT - ASTM A668, CLASS E

HEADLESS SET SCREW - ASTM F912

B505, UNS C95400

BRONZE BUSHING - ASTM B271 OR ASTM

OR ASTM A148, GRADE 80-50

MATL: SWIVEL JOINT - ASTM A668, CLASS E

R T

N

C M

G /1

/2

C M

G /0

/1

A S S

H O

W N

A E

R

T E

M

A M

E N

D M

E N

T

N

O T

E C

H A

N G

E S

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

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