W912BV21R0009 - AM01.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

RS Kerr Trash Racks

1. Amendment 0001 is hereby issued to update/change/add the follow ing: See Summary of Changes.

2. RFP due date remains unchanged and due on 19 May 2021 at 2:00 PM CST.

3. All other terms and conditions remain unchanged by this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 14-May-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street , County, State and Zip Code) X W912BV21R0009

X 9B. DATED (SEE ITEM 11)

19-Apr-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-May-2021

CODE

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912BV21R0009

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - SF 1442 AND CLIN SCHEDULE

The offeror acceptance period has decreased by 60 from 120 to 60.

The contractor period of performance end date has increased by 210 days from 240 days to 450 days.

SECTION 00 21 00 - INSTRUCTIONS, CONDITIONS & NOTICES TO OFFERORS

The following have been added by full text:

SUMMARY OF CHANGES

AMENDMENT 0001

W912BV21R0009

RS Kerr Trash Racks

1. The revised/new sections/appendices/pages listed below are hereby added to or revised and made a part of the solicitation.

1. Extend contract duration from 240 days to 450 days.

2. Change call out of rack bars on S-101 TOP VIEW PLAN to be ¾”x3” and not 5/8” as shown.

3. Add to Note #11 on G-002: UHMW tape to be 1/16” thick minimum and have the following properties:

adhesive backing, impact and abrasive resistant.

2. Delete the following sections in their entirety:

DELETED SECTIONS

N/A

3. The revised drawings listed below are hereby added to or revised and made a part of the solicitation:

REVISED DRAWINGS

Change call out of rack bars on S-101 TOP VIEW PLAN to be ¾”x3” and not 5/8” as shown.

ADDED DRAWINGS

Reference Drawings Added

-- END CONTINUATION SHEET --

SECTION 00 73 00 - SPECIAL CONTRACT REQUIREMENTS

W912BV21R0009

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 450 days.

(End of clause)

SECTION 00 73 46 - WAGE DETERMINATION SCHEDULE

The following have been deleted:

WAGE DETERMINATION

(End of Summary of Changes)

US Army Corps of Engineers ®

Tulsa District

FY: 2021

FEBUARY 19, 2021

R.S. KERR POWERHOUSE

ARKANSAS RIVER WATERSHED

LE FLORE COUNTY, OK

SOLICITATION#W912BV21R0009

CONTRACT# XXXXXXXXXXX

RS KERR TRASHRACKS

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

G-001

R S

K

E R

R

P

O W

E R

H O

U S

E

L

F

O

C

O U

N T

Y

O

K L

A H

O M

A

R

R

T

R A

S H

R A

C K

S I T

E

I N

D E

X

A

N D

I G

N A

T U

H E

E T

U S

A

R M

Y

C

O R

P

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

Y

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

D C H

A I

R C L A Y

R C L

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE U.S. ARMY

CORPS OF ENGINEERS. SIGNATURES AFFIXED BELOW INDICATED OFFICIAL

RECOMMENDATIONS AND APPROVAL OF ALL DRAWINGS IN THIS SET AS

INDEXED ON THIS SHEET. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDULES APPEAR ON THESE PROJECT DOCUMENTS

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

REVIEWED BY: REVIEWED BY:

DATE:

INDEX OF DRAWINGS

PLATE NO. SHEET NO. DISCRIPTION

1 G-000 COVER SHEET

2 G-001

SITE, INDEX AND SIGNATURE SHEET

3 G-002 GENERAL NOTES AND ABBREVIATIONS

4 S-101 TRASHRACK

5 S-201 SECTIONS AND DETAILS

6 S-301 COMPONENT DETAILS

7 M-101 TRASHRACK LIFTING BEAM

8 M-201 TRASHRACK LIFTING BEAM SECTIONS AND DETAILS

9 M-301 TRASHRACK LIFTING BEAM HOOK ASSEMBLY DETAILS

10 M-302 TRASHRACK LIFTING BEAM CHANNEL AND PLATE DETAILS

11 M-303 TRASHRACK LIFTING BEAM ADDITIONAL PLATE DETAILS

12 M-401 TRASHRACK LIFTING BEAM LINKAGE AND MECHINISM DETAILS

13 R-101 ORIGINAL TRASH RACK AS-BUILT

14 R-102 ORIGINAL TRASH RACK LIFTING BEAM AS-BUILT

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

G-002

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

G E

N E

R A

L

N

O T

B

R I V

I A

T I O

N S

U S

A

R M

Y

C

O R

E

N G

I N

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R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

D

C H

A I

R C

L

GENERAL NOTES:

1. REFERENCE SPECIFICATIONS FOR MATERIAL REQUIREMENTS.

2. ALL INTERFACES MUST BE SEAL WELDED. CLOUD ANY INTERFACES (i.e. JOINTS) NOT SHOWN ON

THE SHOP DRAWINGS FOR APPROVAL.

3. ALL WELDS SHALL BE CONTINUOUS UNLESS NOTED OTHERWISE.

4. ALL GROOVE WELDS SHALL BE COMPLETE JOINT PENETRATION GROOVE WELDS UNLESS NOTED

OTHERWISE.

5. EDGES MUST BE BROKEN PER SPECIFICATIONS PRIOR TO COATING.

6. REFERENCE SPECIFICATIONS FOR GENERAL TOLERANCES.

7. WELD PER SPECIFICATIONS

8. STEEL FRAMING MEMBERS MUST NOT BE SPLICED.

9. SEAL WELDS: VISUAL INSPECTION ONLY.

10. SEE SPECIFICATION FOR WELD TESTING REQUIREMENTS

11. APPLY 1/16" THICK UHMW TAPE TO THE GUIDE SURFACES THAT BEAR ON THE

SLOT SURFACE.

BTM.

CL.

CJP

CRES

Ø OR DIA.

D.S.

FL.

GR.

HORIZ.

PL.

R

REQ'D

SP.

STD.

STIFF.

SYM.

TYP.

U.S.

U.T.

VERT.

ABBREVIATIONS

AT

BOTTOM

CENTERLINE

COMPLETE JOINT PENETRATION WELD

CORROSION RESISTANT

DIAMETER

DOWNSTREAM

FLANGE

GRADE

HORIZONTAL

PLATE

RADIUS

REQUIRED

SPACE

STANDARD

STIFFENER

SYMMETRIC

TYPICAL

UPSTREAM

ULTRASONIC TESTING

VERTICAL

SECTION A/S-201-A/S-201

SCALE 1:20

A/S-201

A/S-201

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

S-101

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

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S H

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T R

A S

H R

A C

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U S

A

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N G

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L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

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R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

D

C H

A I

R C

L

FLOW

FLOW

3 5/16" TYP

9/16 PL.

GUIDE SHOE

6 3/4"

5'-4" 5'-4"

22'-1" OUT-TO-OUT

21'-4" CL.TO CL. END PL.

END PLATE

1/2 PL.

9 13/16"2X

ALIGNMENT PIN

A

10'-2" 10'-2"

31X RACK BAR

21'-4"32 SP. @ 8" =

LIFTING

PIN

-A-

2'-2"

2X Ø4 1/4" ALIGNMENT

PIN HOLE

20'-4"

10'-2"

9 13/16"2X TYP

10"

-A-

9 13/16"

1'-8"

1 1/2"

1 1/2"

3 5/16"

3 5/16"

RACK BAR

3/4 X 3 BAR

3"

GUIDE SHOE

GUSSET PL. 3

1/4

TYP.

GUSSET PL. 3

2X SPACER BAR

ALIGNMENT PIN

ALIGNMENT PIN

HORIZ.

BEARING SURFACE

-B-

-B-

NOTES

1. SEE SHEET S-301 FOR COMPONENT DETAILS.

2. PLATE AND CYLINDRICAL STEEL MUST BE ASTM A572 GR.50. ROLLED SHAPES

MUST BE ASTM A992.

3. THE DISTANCE FROM THE CENTER OF ANY TRASHRACK BAR TO THE CENTER OF

ANY OTHER MUST BE A MULTIPLE OF 8"1/8". MULTIPLE MUST NOT BE APPLIED

TO TOLERANCE.

4. GUIDING SURFACES MUST BE CHECKED BY MEANS OF 10 FOOT STRAIGHT EDGE.

DEVIATION FROM STRAIGHT EDGE MUST NOT EXCEED 1/16".

5. PLANE FORMED BY BEARING SURFACES OF TRASHRACK MUST BE TRUE WITHIN

1/8".

6. PROVIDE 72 TRASHRACK.

7. WELD PER SPECIFICATIONS.

8. UNLESS OTHERWISE INDICATED IN THESE PLANS, FABRICATION TOLERANCES

ARE PER SPECIFICATIONS.

9. DRAWINGS NOT TO SCALE

10"1'-8"

LINES PASSING THROUGH

FACES OF GUIDE SHOES TO

BE PARALLEL WITHIN 1/16"

BOTTOM OF TRASHRACK SECTION TO BE SQUARE

WITH THE LINES CONNECTING FACES OF GUIDE

SHOES WITHIN 1/16"

VERT.

BEARING SURFACE

-D-

GUIDE SHOE SURFACE

-C-

TRASHRACK PARALLELISM & SQUARENESS

TOP PLAN VIEW

BOTTOM PLAN VIEW

US ELEVATION

-D-

-C-

BTM. PL.

TOP PL.

Ø2 1/2" LIFTING PIN

END PLATE

1/2 PL.

END PLATE

1/2 PL.

END PLATE

1/2 PL.

GIRDER

SECTION G-G

SCALE 1:20

SECTION C/201-C/201

SCALE 1:20

DETAIL

SCALE 1 / 5

DETAIL

SCALE 1 / 5

DETAIL

SCALE 1 / 5

SECTION B/S-201-B/S-201

SCALE 1:20

DETAIL

SCALE 1 / 5

G

G

C/201 C/201

B/S-201

B/S-201

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

S-201

R S

K

E R

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U S

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S P

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O

O

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R

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S E

C T

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A I L

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T R

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T U

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A

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K L A

H O

M A

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G I N

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R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

D

C H

A I

R C

L

4 1/4"

RACK BAR

5/8 X 3 BAR

WT5X56

TYP

21'-4"32 SP. @ 8" =

VERT.

STIFF.

VERT. STIFF.

5'-4" 5'-4"

RACK BAR

GIRDER FL.

1 3/4" X 4 1/2" BAR

TYP.

GIRDER WEB

1/2" PL.

1'-5 1/2"

3"

RACK BAR

4 1/4" TYP

GUIDE SHOE

R1 1/2"

LIFTING PIN

LIFTING PIN GUSSET PLATE 1

5/8" PL. TYPICAL 2 PLACES

LIFTING PIN GUSSET PLATE 2

5/8" PL. TYP. 2 PLACES

GUSSET PL. 3 GUSSET PL. 3

GUSSET PL. 3GUSSET PL. 3

-A-

-A-

1/4

TYP.

1/4

TYP

CJP

CJP

1/4

TYP

VERT. STIFF.

1/4

TYP

1/4

TYP

SPACER BAR

RACK BAR

1/4

TYP

HORIZ. STIFF. TO END PL.

1/4

TYP

SPACER

BAR

END PL.

1/4

1/4

TYP.

5/16

TYP

RACK BAR TO

GIRDER FL.

ALIGNMENT PIN

VERT. STIFF.

RACK BAR

1/4

TYP

RACK BAR

TO TOP PL.

1/4

TYP

RACK BAR

TO BOTTOM PLATE

-D-

SECTION VIEW

A

S-101

SECTION B

B

S-201

SECTION C

C

S-201

GUSSET PL. 3

WELD DETAIL 1

S-201

S-201

WELD DETAIL 2

S-201

S-201

WELD DETAIL 3

S-201

S-201

WELD DETAIL 4

S-201

S-201

D

1/4

1/4

TYP

SEAL WELD

TYP

VERTICAL STIFFENER

GIRDER WEB

GIRDER FL.

1 3/4" X 4 1/2" BAR

TYP.

END PLATE

1/4

TYP.

1/4

TYP.

RACK BAR

VERTICAL

STIFFENER

1/4

1/4

TYP

SEAL WELD

TYP

SEAL WELD

TYP

SEAL WELD

TYP

DETAIL

SCALE 1 / 2

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

S-301

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

C O

M P

O N

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T

D

E T

A I L

S

U S

A

R M

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C

O R

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N G

I N

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R S

T U

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A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

D

C H

A I

R C

L

10'-2" 10'-2"

21'-3 1/2"

BOTTOM PLATE

5/8" PL., ASTM A572 GR.50, 1 PER TRASHRACK

TOP PLATE

5/8" PL., ASTM A572 GR.50, 1 PER TRASHRACK

1 1/4"

TOP PLATE CORNER DETAIL

S-301

4 1/4"

TYP.

2'-2"

SIDE PLATE

1/2" PL., ASTM A572 GR.50, 2 PER TRASHRACK

RACK BAR

3/4" X 3" BAR, ASTM A572 GR.50, 31 PER TRASHRACK

LIFTING PIN GUSSET PLATE 1

5/8" PL., ASTM A572 GR.50, 2 PER TRASHRACK

LIFTING PIN GUSSET PLATE 2

5/8" PL., ASTM A572 GR.50, 2 PER TRASHRACK

5 3/16"

3 13/16"

GUIDE SHOE

WT5X56, ASTM A992, 4 PER TRASHRACK, SEE GENERAL NOTES

REGARDING UHMW REQUIREMENT

4 1/4"

R1/2"

5 1/4"

R1 1/2"

1"

GUSSET PLATE 3

3/8" PL., ASTM A572 GR.50, 8 PER TRASHRACK

LIFTING PIN

ASTM A572 GR.50, 2 PER TRASHRACK

ALIGNMENT PIN

ASTM A36, 2 PER TRASHRACK

4"Ø

1"Ø

1 3/4" R2 1/16"

VERTICAL STIFFENER

3/4" PL., ASTM A572 GR.50, 6 PER TRASHRACK

6"

SPACER BAR

1/2"X4" BAR, ASTM A572 GR.50, 2 PER TRASHRACK

21'-3 1/2"

21'-3 1/2"

1/4

TYP.

GIRDER FLANGE

1 3/4" X 4 1/2" BAR

ASTM A572 GR.50 TYP

GIRDER WEB

1/2" PL. ASTM A572 GR.50 TYP

R1 1/2" TYP.

2 1/4"

GIRDER

1 PER TRASHRACK

5"TYP

2'-1" TYP4'-8 1/2" TYP

8 5/16"

S-301

21'-6 1/2"

1" X 45.0° CHAMFER

1'-3"

4 5/16" 5 11/16"5"

2.491

2.487

Ø

R1/4" TYP

3"

R1/4"

SECTION E/M-201-E/M-201

SCALE 1 : 15

SECTION D/M-201-D/M-201

SCALE 1 : 15

SECTION B/M-201-B/M-201

SCALE 1 : 15

SECTION A/M-201-A/M-201

SCALE 1 : 15

SECTION C/M-201-C/M-201

SCALE 1 : 15

E/M-201

E/M-201

D/M-201

D/M-201

B/M-201

B/M-201

A/M-201

A/M-201

C/M-201

C/M-201

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

FLOW

SHEET

REFERANCE

NUMBER

M-101

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L I F

T I N

G

B

E A

M

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

22'- 1/2"

5'-4"1/16" 5'-4"1/16"

2'-1 1/2" 1'-2" 1'-5 1/2" 1'-7 9/16" 2'-0"2'-3 3/16"

TRASHRACK LIFTING BEAM

PICK-UP POSITION

1/4

TYP

CJP

TYP.

CJP

TYP.

1/4

TYP.

5/16

TYP.

1/4

TYP.

6 1/2"

1 1/4 THRU

3"

4"

CJP.

TYP.

CL. HOOK

1'-4 1/4"

3 1/4"

1/4

TYP.

1/4

TYP.

CJP

TYP.

1/4

TYP.

TIE BAR

TYP.

NOTES

1. SEE SHEET M-301 THRU M-303 FOR COMPONENT DETAILS.

2. UNLESS OTHERWISE SPECIFIED, PLATE, CHANNEL AND CYLINDRICAL STEEL

MUST BE ASTM A572 GR.50. ROLLED SHAPES MUST BE ASTM A992.

3. PLANE FORMED BY GUIDE AND BEARING SURFACES MUST BE TRUE WITHIN 1/8".

4. WELD PER SPECIFICATIONS.

5. UNLESS OTHERWISE INDICATED, FABRICATION TOLERANCES ARE PER

SPECIFICATIONS.

6. DRAWINGS NOT TO SCALE

7. SECURE HOOK BUSHING WITH INTERFERENCE FIT. OBTAIN BUSHING OUTER

DIAMETER AND HUB INNER DIAMETER FROM THE BUSHING MANUFACTURER.

8. SECURE PIN Y AND PIN Z WITH CRES COTTER PINS ON EACH SIDE

45°

GUIDE

SURFACE

1/4

TYP

B E

A R

I

G

U

R F

A C

E

A

B

ALLOWABLE ERROR IN STRAIGHTNESS ALONG LENGTH OF BEAM

NOT-TO-SCALE

A=B±1/8"

INSIDE FACE OF C12X25

GUIDE

SURFACE

BEARING

SURFACE

MAIN BEAM A

MAIN BEAM B

GUIDE

SURFACE

BEARING

SURFACE

GUIDE

SURFACE

BEARING

SURFACE

EAR CONNECTION PLATE

LIFTING EAR

3/8" TYP.

BOTH ENDS

END PLATE

END PLATE

1'-10 11/16"

1'-10 11/16"

1'-4 1/4"

STIFFENER PLATE A

STIFFENER PLATE A

STIFFENER PLATE B

STIFFENER PLATE C

LUG STIFFENER

PIN Y

PIN Z

1/4

TYP.

TIE BAR

TYP.

TIE BAR SYM. ABOUT CL.

TIE BAR

TYP.

SECTION A/M-201-A/M-201

SCALE 1 : 10

SECTION E/M-201-E/M-201

SCALE 1 : 10

SECTION B/M-201-B/M-201

SCALE 1 : 10

SECTION C/M-201-C/M-201

SCALE 1 : 10

DETAIL

SCALE 1 : 5

SECTION F/M-201-F/M-201

SCALE 1 : 5

SECTION G/M-201-G/M-201

SCALE 1 : 10

DETAIL

SCALE 1 / 3

SECTION AT-AT

SCALE 1 : 15

A/M-201 A/M-201

B/M-201 B/M-201

C/M-201

C/M-201

E/M-201

E/M-201

F/M-201

F/M-201

G/M-201

G/M-201

C/M-201

C/M-201

AT

AT

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

M-201

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L

I F

T I N

G

B

E A

M

S

E C

T I O

D

D E

T A

I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

GUIDE BAR

1/4

TYP.

1/4

TYP.

1/4

TYP

22'- 1/2"

2'-1 1/2"

1'-5 1/2"1'-2" 2'-3 3/16" 2'-0"1'-7 9/16"

5'-4"1/16"

10'-8"

5'-4"1/16"

1/4

TYP.

CJP.

TYP.

1 1/4 THRU

5/16

TYP.

4"

3"

1/4

TYP.

TIE BAR TO

CHANNEL FLANGE

C12X25

BEARING

PLATE

1/4

TYP.

2 9/16 THRU

Ø

WELD BEARING PLATE THEN DRILL PIN X HOLE

THROUGH BEARING PLATE AND CHANNEL WEB.

THEN EXECUTE SEAL WEB AND REMOVE EXCESS

WELD TO SPECIFIED SURFACE FINISH. PERFORM

PROCESS PRIOR TO PAINT APPLICATION

(1/8)

SEAL WELD

TYP. VT ONLY

INDICATED

GROOVE DEPTH

REQUIRED AFTER

FINISH MACHINING

1/4

TYP.

5/16

TYP.

LIFTING BEAM SECTION B

B

M-101

LIFTING BEAM SECTION A

A

M-101

LIFTING BEAM SECTION D

D

M-101

TYP. BOTH ENDS.

LIFTING BEAM SECTION E

E

M-101

LIFTING BEAM DETAIL 1

M-201

COMPONENTS HIDDEN FOR CLARITY

M-201

PIN X CL.

HOOK A

(PICK UP POSITION)

7 1/16"

LATCH SUPPORT DETAIL

F

M-201

1/4

TYP.

1/4

TYP.

5/16"

3 1/8"

6"

LIFTING BEAM SECTION G

G

M-201

1/4

TYP

STIFFENER PLATE B

TO END PLATE

CJP.

TYP. STIFFENER

PLATE B TO CHANNEL

FLANGE

1/4

TYP.

BEARING

SURFACE

GUIDE

SURFACE

BEARING

SURFACE

GUIDE

SURFACE

MAIN BEAM B

MAIN BEAM A

LIFTING BEAM SECTION C

C

M-101

LIFTING BEAM DETAIL 2

M-201

M-201

HOOK B

(PICK UP POSITION)

EAR CONNECTION

PLATE

LIFTING EAR

EAR CONNECTION

PLATE II

EAR CONNECTION

PLATE II

EAR CONNECTION PLATE

LATCH SUPPORT

PLATE

END PLATE

STIFFENER PLATE B

CJP.

TYP. STIFFENER

PLATE A TO CHANNEL

FLANGE

STIFFENER PLATE A

STIFFENER PLATE B

STIFFENER PLATE C

STIFFENER PLATE A

C12X25

C12X25

LATCH EAR

LATCH SUPPORT PLATE

4"

1'-6 3/4"

1'-6 3/4"

EAR CONNECTION PLATE

STOP PLATE

HOOK B

8'-10"

CLEVIS PIPE ASSEMBLY

1 REQUIRED

2 NPS SCH. 80 PIPE

ASTM A53 GR. A OR B

Ø

3/16

TYP.

1 1/4-12 UNF - 2B THRU

1 1/4-12 UNF - 2B LH THRU

CLEVIS RECEIVER

ASTM A108, GR. 1018

2 REQ'D: 1 RH THREADED,

1 LH THREADED

9'-0"

13/16 THRU

R1 1/2"

10 1/4"

1 1/4-12 UNF - 2A

CLEVIS

ASTM A108 GR. 1018, 2 REQ'D: 1 RH THREAD, 1 LH THREAD

11 3/4"

5 1/4"

R1/4"

TYP.

R1/4"

TYP.

3 1/2"

1/2" TYP

4 5/8"

THREAD

LENGTH

PIN X CL.

PIN Y

CRES COTTER PIN

BOTH SIDES

CRES GREASE ZERK

LATCH

1"

6"

3"

45°

1/2"

1/4

TYP.

CHANNEL BEARING PLATE

1'-5 11/16"

1'-5 11/16"

3/8"

PIN X CL.

SECTION A/M-301-A/M-301

SCALE 1 : 2

SECTION B/M-301-B/M-301

SCALE 1 : 2

DETAIL

SCALE 1 : 2

A/M-301

A/M-301

B/M-301

B/M-301

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

M-301

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L

I F

T I N

G

B

E A

M

H

O O

K

A S

S E

M B

T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

1'-8"

5"

1"X4" BAR

ASTM A572

GRADE 50

1018 LOW CARBON STEEL

5"X5"X11"

1/4

NO PROCEDURE QUALIFICATION

REQUIRED THIS WELD ONLY.

NDT PER SPECIFICATIONS

ACCEPTANCE CRITERIA PER

SPECIFICATIONS

1/4

1/4

TYP

SEAL WELD

1/4

1/4

TYP

(1/8)

SEAL WELD

TYP

WELD BEARING PLATE THEN DRILL BUSHING HOLE

THROUGH BEARING PLATE AND HOOK.

THEN EXECUTE SEAL WEB AND REMOVE EXCESS

WELD TO REQUIRED SURFACE FINISH. OBTAIN

SURFACE FINISH FROM THE BUSHING MANUFACTURER.

PERFORM PROCESS PRIOR TO BUSHING INSERTION.

HOOK BUSHING DETAIL

A

M-301

TYPICAL HOOK A AND HOOK B

P E

R

B

U S

H I N

G

M

A N

U F

A C

T U

R E

R

Ø

1 7/8" PL. TYP

13/16 THRU

13/16 THRU

R1"

R1"

2"

HOOK TAPER DETAIL

B

M-301

TYPICAL HOOK A AND HOOK B

3/4"

1 7/8"

10°

TYP.

10°

TYP.

R11"

R1"

R1 1/2"

R11"

R1 1/4"

R1 1/4"

T

O

F

E

-F-

E

HOOK TIP DETAIL

M-301

TYPICAL HOOK A AND HOOK B

3 3/16"

45°

R2 1/4"

7 1/2"

4 1/4"

26°

R1"

13°

22°

6 3/4" 3 3/4"

1/2"

6 3/4"

M-301

3/4-10 UNC - 2B THRU

6"

STOP PLATE

1" PL., ASTM A572, 1 REQ'D

3"

2X 7/16-14 UNC - 2B 1/2

X

2"

1"

5"

CHANNEL BEARING PLATE

1" PL., ASTM A572, 2 REQ'D W/HOLES, 2 REQ'D NO HOLES

1"2"

4"

1/2"

KEEPER PLATE

1/4" PL., ASTM A572, 2 REQ'D

3/8 THRU

PIN X

MATERIAL PER SPECIFICATIONS, 2 REQ'D

7 1/2"

3 3/4"

6 15/16" 9/32"

1/8 - 27 NPT

FOR 1/8" GREASE ZERK

1/8 3 13/16

1/8 1 1/4"

Ø

HOOK BUSHING

MATERIAL PER SPECIFICATIONS, 2 REQ'D

3 7/8"

PER BUSHING MANUFACTURER

TO OBTAIN INTERFERENCE FIT

2.531

HOOK BEARING PLATE

HOOK BEARING PLATE

1" PL., ASTM A572, 4 REQ'D

4 1/2"

DRILL HOLE AFTER WELDING TO

THE HOOK BODY. HOLE DIAMETER

PER BUSHING MANUFACTURER

TO OBTAIN INTERFERENCE FIT

2.531

HOOK A ASSEMBLY

1 REQ'D

HOOK B ASSEMBLY

1 REQ'D

R3 1/2"

3"

13°

26°

-F-

E

SCALE 2 : 3

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

M-302

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L I F

T I N

G

B

E A

M

C

H A

N N

D

P L

A T

E

D

E T

A I

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

3 1/2"

3"

4"

3"

4"

10'-8"

7 1/16"

5"

4 3/32"

10'-8"

5'-4"

5'-4"

4 3/32"

7 1/16"

MAIN BEAM A

C12X25, ASTM A572, GR.50, 1 REQ'D

MAIN BEAM B

C12X25, ASTM A572, GR.50, 1 REQ'D

M-302

PIN X AND KEEPER PLATE HOLE DETAIL

M-302

MAIN BEAM B ONLY

2 9/16 THRU

2 9/16 THRU

TYP 2 PLACES BEAM A

TYP 2 PLACES BEAM B

X

2" TYP

1" TYP

3/8 THRU

KEEPER PLATE BOLT HOLES

TYP 4 PLACES, BEAM B ONLY

5'-4" 5'-4"

1 1/4 THRU 1 1/4 THRU

1 1/4 THRU

1 1/4 THRU

EAR CONNECTION PLATE

1/2" PL.,ASTM A572, GR.50, 4 REQ'D

1'-9 11/16"

5"

R2 1/2"

2 5/16"

FOR 2 1/4" SHACKLE PIN

LIFTING EAR

2" PL.,ASTM A572, GR.50, 2 REQ'D

EAR CONNECTION PLATE II

1" PL.,ASTM A572, GR.50, 4 REQ'D

6 1/2"

LATCH SUPPORT PLATE

1/2" PL.,ASTM A572, GR.50,1 REQ'D

7"

LATCH EAR

1/2" PL.,ASTM A572, GR.50,2 REQ'D

4"

1"

" 7/8 THRU

R1"

TYP

1"

1"

2 3/8"

R1"

TYP

3/16 THRU

2 1/4"

1/16" X 45° CHAMFER

4 1/2"

5"

PIN Z

MATERIAL PER SPECIFICATIONS, 1 REQ'D

3 3/4"

1 5/8"

1/16" X 45° CHAMFER

3 1/4"

PIN Y

MATERIAL PER SPECIFICATIONS, 2 REQ'D

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

M-303

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L

I F

T I N

G

B

E A

M

A

D D

I T

I O

N A

L

P L

A T

E

D

E T

A I L S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

R1 1/2" TYP.

2'-2"

R3 1/2"

R1"

4"

END PLATE

1/2" PL.,ASTM A572, GR.50, 2 REQ'D

GUIDE PLATE

1/2" PL.,ASTM A572, GR.50, 2 REQ'D, SEE GENERAL NOTES

REGARDING UHMW REQUIREMENT

GUIDE STIFFENER

1/2" PL.,ASTM A572, GR.50, 6 REQ'D

STIFFENER PLATE A

1/2" PL.,ASTM A572, GR.50, 4 REQ'D

1'-0"

1"

R1"

R1 1/2"

9 3/16"

3/4"

STIFFENER PLATE A

1/2" PL.,ASTM A572, GR.50, 4 REQ'D

STIFFENER PLATE C

1/2" PL.,ASTM A572, GR.50, 2 REQ'D

2'-0"

9"

R1"

7/8"

R1"

7 1/16"

LATCH

ASTM A108, GR.1018, 1 REQ'D

10"

6"

TIE BAR

1/2" PL.,ASTM A572, GR.50, 20 REQ'D

LUG STIFFENER

1/2" PL.,ASTM A572, GR.50, 4 REQ'D

1'-1"

10"

COUNTER WEIGHT

ASTM A108, GR.1018, 1 REQ'D

11"

5"

CW ARM

1" PL.,ASTM A572, GR.50, 1 REQ'D

1'- 3/4"

CUT PROFILE AS REQUIRED SO THAT THE CL.

OF BAR IS HORIZONTAL WHEN HOOKS ARE

ENGAGED WITH THE TRASHRACK

4"

SCALE 1 : 8

DETAIL

SCALE 1 : 8

DETAIL

SCALE 1 : 3

A

B

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

M-401

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

T R

A S

H R

A C

K

L

I F

T I N

G

B

E A

M

L I N

K A

G

D

M E

C H

I N

I S

M

D

E T

A I L

S

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

R C

L A

Y

R C

L

/1

TRASHRACK LIFTING BEAM LINKAGE DETAIL

PICK-UP POSITION, CHANNEL HIDDEN FOR CLARITY

TRASHRACK LIFTING BEAM LINKAGE DETAIL

RELEASE POSITION, CHANNEL HIDDEN FOR CLARITY

HOOK A DETAIL 1

M-401

PICK UP DETAIL

HOOK A DETAIL 2

M-401

RELEASE POSITION

M-401

M-401

PIN Y

PIN Y

PIN Z

PIN X

PIN X

SET THE SCREW SO THAT IT

STOPS HOOK ROTATION WHEN

THE HOOK IS IN THE PICK UP

POSITION

M-401

HOOK B DETAIL

M-401

SCREW DETAIL

135°

157.5°

HOOK B

CLEVIS PIPE ASSEMBLY

CLEVIS PIPE ASSEMBLY

CLEVIS

CLEVIS

HOOK A

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

R-101

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

O R

I G

I N

T

A

C

K

A

S B

U I L

T

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

N A

R C

L

FOR REFERENCE ONLY.

NOT FOR CONSTRUCTION.

C

D

A

B

C

D

1 2 3 4 5

1 2 3 4 5

SHEET

REFERANCE

NUMBER

R-102

R S

K

E R

R

P

O W

E R

H O

U S

E

S P

I R

O

O

K

R

R

T

R A

S H

R A

C K

O R

I G

I N

T

A

C

K

L

I F

T I N

G

B

E A

M

A S

B

U I L

T

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

T U

L S

A

D

I S

T R

I C

T

T U

L S

A

O

K L A

H O

M A

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

D E

S I G

N E

D

B

Y

R E

V I E

W E

D

B

Y

D R

A W

N

B

Y

S U

B M

I T T

F I L E

N

A M

E

S O

L I C I T A T I O

N

N

O

C O

N T A C T

N

O

C O

N T A C T

D

A T E

T I T L E

P L O

T

D

A T E

P L O

T

S C A L E

S Y M

B O

L D

E S

C R

I P

T I O

N T R A C K I N

G

N

O

A C T I O

N D

A T E

N A

R C

L

FOR REFERENCE ONLY.

NOT FOR CONSTRUCTION.