Addendum 5 Complete - Part 2.pdf

Florida Department of Transportation

RON DESANTIS

GOVERNOR

605 Suwannee Street

Tallahassee, FL 32399-0450

JARED W. PERDUE, P.E.

SECRETARY

Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov

Addendum #5

ADVERTISEMENT NUMBER: DOT-RFP-25-5002-TIML

DESCRIPTION: Central Florida Rail Corridor (CFRC) Track Improvements – Multiple Locations

DATE: 9/25/2024

You are hereby notified that the above referenced Request for Proposal (RFP) is modified as noted below:

Updates are hereby made to the RFP documents as shown in this Addendum, beginning on the following page. Revised and added documents are attached to this Addendum.

This Addendum is being posted in two parts due to file size. This is part 2 of 2.

TO ACKNOWLEDGE RECEIPT OF THIS NOTICE AND ALL CHANGES, PLEASE SIGN AND

RETURN BY E-MAIL AT D5.PROCUREMENTQUESTIONS@DOT.STATE.FL.US PRIOR TO

October 2, 2024, at 10:00AM.

Name of Company:

Authorized Signature: Date:

FAILURE TO FILE A PROTEST WITHIN THE TIME PRESCRIBED IN SECTION 120.57(3),

F.S. SHALL CONSTITUTE A WAIVER OF PROCEEDINGS UNDER CHAPTER 120, F.S.

EXHIBIT "B"

METHOD OF COMPENSATION

CONTRACT # ________

Central Florida Rail Corridor (CFRC) Track Improvements – Multiple Locations

DOT-RFP-25-5002-TIML

1.0 PURPOSE

There is a budgetary ceiling of $5,000,000.00 per year for the term of this contract. This Exhibit defines the limits and method of compensation to be made to the Vendor for services set forth in Exhibit "A" and the method by which payments shall be made.

This is a Term Contract for an Indefinite Quantity whereby the Vendor agrees to furnish services during a prescribed period of time. The specific period of time completes such a contract. Execution of this Agreement does not guarantee that any of the work will be authorized.

The Department will issue a “Notice to Proceed” for the commencement of the Work.

2.0 FUNDING

The Department, based on need and availability of budget, may increase or decrease the amount of funding available and may add additional funding as the Department determines is appropriate.

The total amount of this agreement is expected to be funded by multiple appropriations.

The State of Florida's performance and obligation to pay under this contract is contingent upon appropriation by the Legislature. Currently $15,000,000.00 has been approved for services required under this agreement under the project numbers in Table 1. Currently, $150,000.00 has been approved for services utilizing Emergency Work Orders and Miscellaneous Work Authorizations.

Therefore, it is agreed that the Vendor will not be obligated to perform services nor incur costs which would result in exceeding the funding currently approved, nor will the Department be obligated to reimburse the Vendor for costs or make fee payments in excess of currently established funding. The Department will provide written authorization if and when subsequent appropriations are approved and encumbered for this contract. The Department, based on need and availability of budget, may increase the contract amount by Contract Amendment or Letter of Authorization.

Table 1, Financial Numbers FM Number Description

412994-4-52-33 MP 789.8 Universal Crossover CP 789 412994-8-82-54 MP 811.3 and MP 813.8 Rail Renewal 412994-8-82-55 Grade Crossing Surface Rehabilitation 412994-8-82-56 MP 806.3 Maintenance of Way Storage Track 412994-8-82-47 Potential Additional Services

2.1 DEPLOYMENT OF RESOURCES

The Vendor shall be paid one-time Lump Sum amounts totaling $______________for the combined Deployment of Resources for the four projects. Payment of this amount will be made by project based on the percentage of the work completed during the billing period and accepted by the Department as per the required Schedule of Values (SOV) provided by the Vendor.

This amount includes all costs associated with the implementation of the required services for project set-up, such as bonding and insurance, permitting, administration controls (client invoicing system), project training, development of material delivery and project schedules, personnel and mobilization of construction equipment. Additionally, all specialized equipment and tools acquired by the Vendor through payment of the Deployment of Resources funding identified in this paragraph shall be considered FDOT property and maintained in a State of Good Repair, inventoried as requested by the Department, and turned over promptly to the Department upon expiration or termination of this Agreement.

2.2 COMPENSATION

For the satisfactory performance of the services detailed in Exhibit "A" Scope of Services the Vendor shall be paid the Amounts as shown in Table 2 in accordance with the Schedule of Values as approved by the Department.

Table 2, Bid Price Proposal and Summary of Compensation Item # Description QTY UNIT TOTAL

COST ***

1 MP 789.8 Universal Crossover CP 789 – Deployment of

Resources (not to Exceed 15% of the total of item 2) 1 Lump Sum

2 MP 789.8 Universal Crossover CP 789 - Construction 1 Lump Sum 3 Track Protection Services, Necessary for all MP 789.5

Universal Crossover CP 789 1 Limiting

Amount

4 MP 811.3 and MP 813.8 Rail Renewal - Deployment of Resource (not to Exceed 15% of the total of item 5)

1 Lump Sum

5 MP 811.3 and MP 813.8 Rail Renewal - Construction 1 Lump Sum 6 Track Protection Services, Necessary for MP 811.3 and 1 Limiting

Table 2, Bid Price Proposal and Summary of Compensation Item # Description QTY UNIT TOTAL

COST ***

MP 813.8 Rail Renewal Amount

7 Grade Crossing Surface Rehabilitation - Deployment of Resources (not to Exceed 15% of the total of item 8)

1 Lump Sum

8 Grade Crossing Surface Rehabilitation - Construction 1 Lump Sum 9 Track Protection Services, Necessary for Grade

Crossing Surface Rehabilitation

10 MP 806.3 Maintenance of Way Storage Track - Deployment of Resources (not to Exceed 15% of the total of item 11)

1 Lump Sum

11 MP 806.3 Maintenance of Way Storage Track - Construction

1 Lump Sum

12 Track Protection Services, Necessary for all MP 806.3 Maintenance of Way Storage Track

Grand Total (Sum of Lines 1 to 12) 13 Emergency Work Orders and Miscellaneous Work

Authorizations (No Bid Item) 1 N/A $150,000.00

2.3 LUMP SUM AMOUNTS

Vendor will be paid the lump sum amount in full for proper completion of all the work identified to be included in the lump sum amounts, regardless of the time, effort, or expense of the Vendor in performing that work. The Vendor may be paid a portion of the lump sum amount as a progress payment based on the percentage of the total lump sum work that has been completed, accepted by the Department, and properly invoiced by the Vendor during any billing period as per the required Schedule of Values (SOV).

Payment of the lump sum amount will constitute full compensation for the work and no additional compensation will be paid for overhead, operating margin, expenses, travel, costs, or any other matter.

2.4 LIMITING AMOUNTS, TRACK PROTECTION

Vendor will be paid up to, but not exceeding, the limiting amount for proper completion of all the work identified to be included in the limiting amount. The actual amount paid to the Vendor will be based on the time spent by the classification of employee authorized to perform the work at the rates identified in Exhibit A, Scope of Services;

provided, however, that at such time as the limiting amount has been paid in full, Vendor will be required to complete the work included in the limiting amount for no further compensation. In no event will Vendor be paid more than the hours actually worked multiplied by the applicable hourly or daily rate. The rates are all inclusive and no additional compensation will be paid for overhead, operating margin, expenses, travel, costs, or any other matter. Current rates and requirements are located at https://corporate.sunrail.com/doing-business-with-sunrail/corridor-use.

In the event of unforeseen circumstances and at the Department’s sole discretion, additional funding for track protection services may be authorized. If additional funding for services is needed a Letter of Authorization will be issued.

2.5 ADDITIONAL SERVICES

At the Department’s option additional services or commodities necessary for the successful completion of the contract may be added through one or more supplemental agreements contingent upon legislative appropriation, budget and funding approval.

The amount for each agreement will be negotiated between the Vendor and Department. Once an amount is agreed to by both the Department and Vendor funding will be authorized and a Contract Amendment, Letter of Authorization, or Miscellaneous Work Authorization will be issued for the required services.

Additional Services may include, but is not limited to, the provision of labor, materials, equipment, and other services to provide improvements, modifications or additions to the Service Property as described in this Scope of Services. Extra Work may be known and planned for in advance as part of the Department's long and short-term improvement plan or may arise from an urgent need that cannot be delayed.

Additional Services will be requested by the Department at a negotiated dollar amount.

The terms and conditions of the Original Agreement apply to each Contract Amendment, Letter of Authorization, or Miscellaneous Work Authorization, which will also contain specific requirements pursuant to the requested Additional Services.

Any work performed by the Vendor prior to receipt of a Contract Amendment, Letter of Authorization, or Miscellaneous Work Authorization issued by the Department shall be considered as unauthorized work, and the Vendor shall not be entitled to compensation for said services.

The Department may at its sole discretion issue a Work Authorization for Additional Services that are contemplated in the Scope of Services by the character of this Agreement. The Department may request services under this section in accordance with Exhibit “A,” Scope of Services, “Work Authorizations for Additional Services.” WAs for Additional Services shall be negotiated between the parties as may be in the best interest of the State. A written justification may be required by the Vendor to the

Department for these services. If additional funding for services under a Work Authorization for Additional Services is needed a Letter of Authorization will be issued.

As authorized in advance by the Department the Vendor may employ the services of outside technical experts, or purchase, rent necessary equipment, or supplies all of which will be paid at the actual cost as invoiced by that company plus mark-up for administration and profit. Mark-up shall be in accordance with the Specifications.

At the Department’s sole discretion, the Department may authorize Emergency Services by Emergency Work Order as described in the contract. In the event that Emergency Services are required, the Vendor and the Department shall negotiate an acceptable estimated price for the work prior to issuing the Emergency Work Order. Nothing under this section shall preclude the Department from securing the services of another vendor to provide any Emergency Work. In those cases where emergency work is authorized, the Department may, as soon as practicable, issue a Contract Amendment or Miscellaneous Work Authorization for the ordered work.

Where the Department identifies federal contract provisions and funding for these Additional Services the Vendor shall perform reporting as stated in Section 4.0.

The Department reserves all rights to perform any and all of the work with its own forces or with other Firms and/or individuals retained by the Department. The Vendor shall fully cooperate with such other forces to the end that any delay or hindrance to their work will be avoided. The suspension of work or termination of a supplemental agreement shall be governed by the Original Agreement.

3.0 INVOICING AND PROGRESS PAYMENTS

The Vendor shall submit separate monthly invoices in a format acceptable to the Department. The invoices will be supported by such information as may be required by Department procedures to substantiate the charges being invoiced. The Vendor shall provide documentation and justification for invoice submissions demonstrating the work has been completed. The Vendor will maintain for this purpose a job cost accounting system that is acceptable to the Department.

Payment shall be made to the Vendor for a portion of the Lump Sum Amount equal to the percentage of work completed during the billing period as approved by the Department.

Invoices shall be submitted electronically to the Project Construction, Engineering, and Inspection (CEI) Consultant, with an electronic copy to the Florida Department of Transportation at invoices.sunrail@dot.state.fl.us and an electronic copy to the FDOT Project Manager and the Contracts Assistant.

4.0 DISADVANTAGED BUSINESS REPORTING

The Vendor will access the Department’s Equal Opportunity Compliance System located at https://www.fdot.gov/equalopportunity/default.shtml to report DBE usage.

Tracking DBE participation for federal contracts in accordance with Additional Services in Exhibit A of the Original Agreement will be required under the Department’s procedures.

Pursuant to the U.S. Department of Transportation (DOT) rules and regulations provided in 49 CFR Part 26 (DBE Regulations), the FDOT proposes an overall DBE goal that is applicable to the DOT-assisted contracting opportunities for Federal Fiscal Year (FFY) 2024 through 2026.

The proposed overall goal for DBE participation is 3.59% of the projected Federal Transit Administration (FTA) funds that will be subject to DBE participation requirements. The Vendor will access the Department’s Equal Opportunity Compliance System located at https://www.fdot.gov/equalopportunity/default.shtml to report DBE usage. Tracking DBE participation in accordance with the Original Agreement will be required under the Department’s procedures.

5.0 LIQUIDATED DAMAGES

Reduction for Liquidated Damages, Train Delays and Administrative charges for Work Performed by Other Contractors

The Vendor will be assessed Liquidated Damages in the amounts shown and under the circumstances defined in the contract. Liquidated Damages will be assessed and deducted from the monthly Lump Sum invoice.

Monthly at the time of invoice the Project Manager shall verify that no Liquidated Damages, train delay, administrative charges, or amounts due for work performed by other contractors are due prior to approving any invoice. In the event that any of these items are due, the invoice shall be reduced by the amount due for the corresponding event. The Department reserves the right to reduce any payment by any amount due under the Liquidated Damages provisions within this contract.

Liquidated Damages amounts are as follows:

1) Liquidated Damages due to missed completion date as shown below:

Project Amount Daily Charge Per Calendar Day $299,999 and under $904 $300,000 but less than $2,000,000 $1,685 $2,000,000 but less than $5,000,000 $2,667

2) Train Delays

(a) First 30 Minutes and Under, $1,750.00

(b) Each additional 30 minutes or portion thereof, $1,750.00

3) Administrative fees for regulatory penalties per instance $650.00

4) Liquidated damages will be applied up to a limit of 25% of each project cost.

6.0 PROJECT CLOSEOUT

If requested, the Vendor will permit the Department to perform, or have performed, an audit of the records of the Vendor and any or all sub-Contractors to support the compensation paid the Vendor. The audit will be performed as soon as practical after completion and acceptance of the contracted services. In the event funds paid to the Vendor under this agreement are subsequently properly disallowed by the Department because of accounting errors or changes not in conformity with this Agreement, the Vendor agrees that such disallowed amounts are due to the Department on demand.

Further, the Department will have the right to deduct from any payment due the Vendor under any other contract any amount due the Department.

7.0 TANGIBLE PERSONAL PROPERTY

This contract does not involve the purchase of Tangible Personal Property, as defined in Chapter 273, F.S.

SECTION A-A

@ GAGE LINE 5/8" DOWN

A A

ASSEMBLY - BILL OF MATERIAL

ITEM QTY PART NUMBER DESCRIPTION

1 1 FCM11515RBA01E FROG RB_MACH_115RE_15_EDH_A_THR_HVY_CONF_AREA 624 09

2 1 RW2004 RAIL WING_115RE_21 3.531_LH_08_NA_HH_AREA 624-09-CSX 2415

3 1 RW2005 RAIL WING_115RE_21 3.531_RH_08_NA_HH_AREA 624-09-CSX 2415

4 1 RH2002 RAIL HEEL_115RE_9 3.406_LH_15_THR_CONF_HHCSX_AREA 624-09-CSX

5 1 RH2003 RAIL HEEL_115RE_9 3.406_RH_15_THR_CONF_HHCSX_AREA 624-09-CSX

6 1 FFL15M1000 FILLER RBMI_115RE_LH_THR_08-20_33.500_AREA 621-09

7 1 FFR15M1000 FILLER RBMI_115RE_RH_THR_08-20_33.500_AREA 621-09

8 1 FHB11515 HEEL BLOCK RBMI_115RE_15_15.000_AREA 624 03_DWG C08-1010

9 1 FTB11515-01 TOE BLOCK RBMI_115RE_CAST_15_9.000_2_AREA 623 03_ DWG #

C08-1008

10 1 FTB11515-02 TOE BLOCK RBMI_115RE_CAST_15_10.000_2_AREA 623 03_DWG#

C08-1009

11 17 LN-115CO9-1001 BEVEL WASHER_115RE_2 DEG

12 4 LN-115CO7-1051 BEVEL WASHER_115RE_4 DEG

13 17 LN-115CO9-1000 HEAD LOCK_115RE_2 DEG

14 4 LN-115CO7-1050 HEAD LOCK_115RE_4 DEG

15 21 FN-FWNS138 WASHER FLAT_1.375_1.125

16 3 TB-G8SHV1000LB BOLT SQ_1.375_10.000_GRADE 8

17 1 TB-G8SHV1050LB BOLT SQ_1.375_10.500_GRADE 8

18 2 TB-G8SHV1100LB BOLT SQ_1.375_11.000_GRADE 8

19 1 TB-G8SHV1150LB BOLT SQ_1.375_11.500_GRADE 8

20 1 TB-G8SHV1300LB BOLT SQ_1.375_13.000_GRADE 8

21 1 TB-G8SHV1450LB BOLT SQ_1.375_14.500_GRADE 8

ASSEMBLY - BILL OF MATERIAL

ITEM QTY PART NUMBER DESCRIPTION

22 3 TB-G8SHV1550LB BOLT SQ_1.375_15.500_GRADE 8

23 1 TB-G8SHV1600LB BOLT SQ_1.375_16.000_GRADE 8

24 1 TB-G8SHV1650LB BOLT SQ_1.375_16.500_GRADE 8

25 2 TB-G8SHV1750LB BOLT SQ_1.375_17.500_GRADE 8

26 1 TB-G8SHV1800LB BOLT SQ_1.375_18.000_GRADE 8

27 1 TB-G8SHV1850LB BOLT SQ_1.375_18.500_GRADE 8

28 1 TB-G8SHV1900LB BOLT SQ_1.375_19.000_GRADE 8

29 2 TB-G8SHV1950LB BOLT SQ_1.375_19.500_GRADE 8

31 21 TB-NUTSQLOCK NUT LOCK SQ_1.375

32 2 FESOLVENT SOLVENT FOR - 2 PART EPOXY

33 2 FEPOX2P EPOXY - 2 PART RESIN A / CURE B

30 1 FNIDTAG ID TAG_FROG

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

� .1�� � .063 � .031 � 1/4�

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Frogs\#15\Copy of FNRB11515A004E.idw

P.VAISHAK 5/18/2023

FROG RBMI_115RE_15_27 9_HH_EDH_A_THR_.844_CONF_CSX 2415-AREA 624

09_MOD-D

B

FNRB11515A004E

1 1

9/19/2023

J.RHYNE 9/19/2023

IN MAS

CROWN OR DEPRESSION IN 15' TO BE WITHIN 1/8" OF STRAIGHT LINE

2°2°2°2°2°2°2°2°2°2° 2°4°2°2° 4° 2°2°2°2°4°4°

11 10 .5

10 10 10 11 13 1615 .5

.5

.5

.5

.5

.5 19

.5

.5

18 19 .5

.5

.5

POINT SLOPE

(5/16 IN 11 1/4")

1/ 2"

P T

NOTES:

1. FINAL BOLT TORQUE TO BE 2200 FT/LB WET

2. FRACTIONAL TOLERANCES NOT GIVEN ARE 1/32"

3. POINT THICKNESS AT 5/8" POINT LOCATION TO BE 27/32"

4. MANGANESE CASTING TO BE EDH

5. TAPER HEELED CASTING PER AREA 621 09

6. TOLERANCES NOT SUPPLIED ARE PER AREMA 1021-03 OR

LATEST REVISION

7. ALL RAISED LETTERS TO BE REMOVED WITH GRINDER

2' FROM EACH END AND 2" FROM EACH SIDE OF HOLES

9 1/2"2X ( )

6"2X ( )

2 7/8"4X ( )

7 1/2" (THEO. PT)

1 7/8" (5/8" PT.)

7 3/4" � 1/16" 1'-2 7/16" � 1/16"

(3° 49' 6")

(10") (9") (1'-1 1/2")

27'-9" � 1/4"

10'-4" � 1/8"

17'-5" � 1/8"

(8'-1 11/32") (10'-11 1/2")

9 1/2"2X ( ) 6"2X ( )

2 7/8"4X ( )

GLUED HEEL

4X (� 1 1/8") 4X (� 1 1/8")

NOTES:

1. TOLERANCE PER AREA 1020-03

2. STRAIGHTEN LAYUP CUT

3. CURVE HEEL AFTER MACHINING

4. SET HEEL SPREAD

B1 B1 B3 B3 B2 B2 B2 H B4 B4 HHHHHH

1'-1"1'-3" 5"5"1'-3"5"1'-3"5"1'-3"5"1'-3"5"5" 10" 5" 1'-0" 1'-3" 5" 1'-0" 11" 5" 8 1/2" 1'-3 1/2" 9" 5"

7" 10"5"5"10"

B1B1

2 7/8" 3'-5" 21X Ø1 1/16" 2X Ø1 1/16"

1 5/8"

R1 1/2"

.5

12'-0"+7 11/16"

-2 7/8" TOP PLANNING 27'-6" LEVEL

24'-0" REINFORCING (BOTH SIDES)

26'-0" SWITCH ALIGNMENT

39'-6" EXTENDED HEEL

#1 STOP HOLESCLIP HOLES CLIP HOLES CLIP HOLES CLIP HOLES CLIP HOLESCZ-15 ROLLER CZ-15 ROLLER

#2 STOP LOCATION &

CX ROLLER

3 1/2" B6 B6 B5 B5 B15 B15

.0

2 7/8"7X Ø13/16"4X Ø13/16" 2 7/8"2 7/8"2 7/8"

5"1 1/2" 3" 5" 5"

2X Ø1 1/8"

.5

.5

4.

9.

9.

4.

9.

9.

4.

9.

4.

9.

4.

9.

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.0

.5

.5

.5

.5

.5

160 1/32±5 1/2

'-0

'-0

'-0

'-0

.0

.1

.1

.0

CURVE THIS SIDE

.0

.0

.0

.0

.0

9" TYP

54" STRAIGHT EDGE

SECTION @ 7/8" DOWN

B5 B5

(R1855'-9 7/32") GAGE

(R1855'-9 7/32") GAGE LINE

6"

2 7/8"

.0

2X Ø1 1/8"

5.

.5

9 1/2"

1 1 RN115REHH RAIL NEW_115RE_HH

2 2 SPPN-R115RE0500 SWITCH POINT_REINF_115RE_.500

3 4 TB-G8THP0350 BOLT THIN_1.000_3.500 B1

4 2 TB-G8THP0375 BOLT THIN_1.000_3.750 B3

5 2 TB-G8THP0425 BOLT THIN_1.000_4.250 B6

6 3 TB-G8SHP0375 BOLT SQ_1.000_3.750 B2

7 4 TB-G8SHP0450 BOLT SQ_1.000_4.500 B5

8 2 TB-G8SHK0425 BOLT SQ_.750_4.250 B4

9 2 TB-G8SHK0500 BOLT SQ_.750_5.000 B15

10 7 TB-HUCKPINSP BOLT HUCK_.750_1.500-1.750 H

11 7 TB-HUCKCOLL NUT HUCK_.750

12 11 LNP-AREA WASHER LOCK_1.000_.500

13 2 LNK-AREA WASHER LOCK_.750_.500

14 4 LN-FWPF436 WASHER FLAT_1.000_1.063_2.000_.125_HARDENED PLAIN F436

15 4 TB-NUTHEXLOCKP NUT HEAVY HEX_1.000_SECURITY_NYLON LOCK

16 2 LN-HUCKFLATWASH WASHER HUCK_.750

17 2 TB-NUTHEXLOCKK NUT HEAVY HEX_0.750_SECURITY_NYLON LOCK

18 1 HBN115REF166 HEEL BLOCK_115RE_UNIV_UNIV_2_CAST_7.000_CSX_1.000

19 1 SPPN-SPSTOPS2 SWITCH POINT STOP_2.000_2.500 STOP #1

20 1 SPPN-SPSTOPS SWITCH POINT STOP_3.375_2.500 STOP #2

21 1 SPPN-IDTAGS ID TAG_SWITCH POINT

22 2 SPPN-CZ-15 CSX EKOSLIDE_SWITCH POINT_ROLLER CZ-15

23 1 SPPN-CX CSX EKOSLIDE_SWITCH POINT_ROLLER CX

24 2 DBW1007 D-BAR WASHER_FLAT_115RE_2.875_1.125_3.000

ITEM QTY PART NUMBER DESCRIPTION LOCATION

Parts List

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

2 7/8"

1/4" 1/4"

1/4"

3/8" @ WEB

1 7/8" MIN

3/4" @ 3'-6" 1/2" @ 12'

3/16"

78°

18°25'

14°2'

115RE CSX 2321

DETAIL 5100

6-1/4" HEEL SPREAD

1 5/32"

SIZE

TITLE

DRAWING NO.

SHEET

REV

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

IN MAS

M.COOPER 1/13/2021

S.KENT 2/4/2021

B

C:\UNITRAC\SWITCH POINTS\CSX\SPN1959

RAIL SP_115RE_26_39 6_HH_CL_SAM_UNF_CSX 2321_EKOSLIDE ROLLERS

ASPN19595/30/2023

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

1 1

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 5/30/2023 P.VAISHAK 8/15/2023 J.RHYNE 1916

UPDATED TO LATEST STANDARDS; TB-G8SHP0450 WAS QTY OF 6; ADDED QTY 2

TB-G8THP0425

NOTES:

1. TOLERANCE PER AREA 1020-03

2. STRAIGHTEN GAGE CUT & CHECK MIDDLE ORDINATE

SECTION @ 7/8" DOWN160 1/32±5 1/2

(R1855'-9 7/32") LAYUP

A

DETAIL A

.144

B1 B1 B3 B3 B2 B2 B2 H B4 B4 HHHHHH

1'-1"1'-3" 5"5"1'-3"5"1'-3"5"1'-3"5"1'-3"5"5" 10" 5" 1'-0" 1'-3" 5" 1'-0" 11" 5" 8 1/2" 1'-3 1/2" 9" 5"

7" 10"5"5"10"

B1B1

2 7/8" 3'-5" 21X Ø1 1/16" 2X Ø1 1/16"

1 5/8"

R1 1/2"

.5

12'-0"+7 11/16"

-2 7/8" TOP PLANNING 27'-6" LEVEL

24'-0" REINFORCING (BOTH SIDES)

26'-0" SWITCH ALIGNMENT

39'-6" EXTENDED HEEL

#1 STOP HOLESCLIP HOLES CLIP HOLES CLIP HOLES CLIP HOLES CLIP HOLESCZ-15 ROLLER CZ-15 ROLLER

#2 STOP LOCATION &

CX ROLLER

3 1/2" B6 B6 B5 B5 B15 B15

.0

2 7/8"7X Ø13/16"4X Ø13/16" 2 7/8"2 7/8"2 7/8"

5"1 1/2" 3" 5" 5"

2X Ø1 1/8"

.5

.5

4.

9.

9.

4.

9.

9.

4.

9.

4.

9.

4.

9.

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.5

.0

.5

.5

.5

.5

.5

B5 B5

6"

2 7/8"

.0

2X Ø1 1/8"

5.

.5

9 1/2"

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

2 7/8"

1/4" 1/4"

1/4"

3/8" @ WEB

1 7/8" MIN

3/4" @ 3'-6" 1/2" @ 12'

3/16"

78°

18°25'

14°2'

115RE CSX 2321

DETAIL 5100

6-1/4" HEEL SPREAD

1 5/32"

SIZE

TITLE

DRAWING NO.

SHEET

REV

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

IN MAS

M.COOPER 1/13/2021

S.KENT 2/4/2021

B

C:\UNITRAC\SWITCH POINTS\CSX\SPN1960

RAIL SP_115RE_26_39 6_HH_SR_SAM_UNF_CSX 2321_EKOSLIDE ROLLERS

ASPN19605/30/2023

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

DIMENSIONS ARE IN INCHES

1 1

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 5/30/2023 P.VAISHAK 8/15/2023 J.RHYNE 1916

UPDATED TO LATEST STANDARDS; TB-G8SHP0450 WAS QTY OF 6; ADDED QTY 2

TB-G8THP0425

1 1 RN115REHH RAIL NEW_115RE_HH

2 2 SPPN-R115RE0500 SWITCH POINT_REINF_115RE_.500

3 4 TB-G8THP0350 BOLT THIN_1.000_3.500 B1

4 2 TB-G8THP0375 BOLT THIN_1.000_3.750 B3

5 2 TB-G8THP0425 BOLT THIN_1.000_4.250 B6

6 3 TB-G8SHP0375 BOLT SQ_1.000_3.750 B2

7 4 TB-G8SHP0450 BOLT SQ_1.000_4.500 B5

8 2 TB-G8SHK0425 BOLT SQ_.750_4.250 B4

9 2 TB-G8SHK0500 BOLT SQ_.750_5.000 B15

10 7 TB-HUCKPINSP BOLT HUCK_.750_1.500-1.750 H

11 7 TB-HUCKCOLL NUT HUCK_.750

13 11 LNP-AREA WASHER LOCK_1.000_.500

13 2 LNK-AREA WASHER LOCK_.750_.500

14 4 LN-FWPF436 WASHER FLAT_1.000_1.063_2.000_.125_HARDENED PLAIN F436

15 4 TB-NUTHEXLOCKP NUT HEAVY HEX_1.000_SECURITY_NYLON LOCK

16 2 LN-HUCKFLATWASH WASHER HUCK_.750

17 2 TB-NUTHEXLOCKK NUT HEAVY HEX_0.750_SECURITY_NYLON LOCK

18 1 HBN115REF166 HEEL BLOCK_115RE_UNIV_UNIV_2_CAST_7.000_CSX_1.000

19 1 SPPN-SPSTOPS2 SWITCH POINT STOP_2.000_2.500 STOP #1

20 1 SPPN-SPSTOPS SWITCH POINT STOP_3.375_2.500 STOP #2

21 1 SPPN-IDTAGS ID TAG_SWITCH POINT

22 2 SPPN-CZ-15 CSX EKOSLIDE_SWITCH POINT_ROLLER CZ-15

23 1 SPPN-CX CSX EKOSLIDE_SWITCH POINT_ROLLER CX

24 2 DBW1007 D-BAR WASHER_FLAT_115RE_2.875_1.125_3.000

ITEM QTY PART NUMBER DESCRIPTION LOCATION

Parts List

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

ASSEMBLY - BILL OF MATERIAL

DESCRIPTIONPART NUMBERQTYITEM

RAIL NEW_115RE_HHRN115REHH11

ID TAG_STOCK RAILSRN-IDTAGS12

A

A

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

.1 .063 .031 1/4

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Stock Rails\CSX\SRN1994.idw

A.NIKUNJ 1/11/2021

RAIL STOCK_115RE_26_58 10_HH_SL_SAM_UNIV_CSX 2322

B

ASRN1994

1 1

5/30/2023

M.COOPER 1/28/2021

IN MAS

PS

PS

NOTE:

1. ALL FRACTIONAL TOLERANCES NOT LISTED ARE ±1/32

9'-4"1/16" STAGGER (26'-0") ALIGNMENT

58'-10"1/16"

(9'-4")

CUT THIS SIDE

0.50

18° 25'

4.502X

4.50 - 0.00 0.50+

16'-0" FULL UNDERCUT

9.500

6.000

4X 1.125 - 0.000

0.063+ THRU2.875

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 5/30/2023 P.VAISHAK 8/17/2023 J.RHYNE --- UPDATED TO LATEST STANDARD

RAISED LETTERS

THIS SIDE

9.500

6.000

2.875

RAISED LETTERS THIS SIDE

ASSEMBLY - BILL OF MATERIAL

DESCRIPTIONPART NUMBERQTYITEM

RAIL NEW_115RE_HHRN115REHH11

ID TAG_STOCK RAILSRN-IDTAGS12

A

A

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

.1 .063 .031 1/4

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Stock Rails\CSX\SRN1995.idw

A.NIKUNJ 1/11/2021

RAIL STOCK_115RE_26_58 8_HH_CR_SAM_UNIV_CSX 2322

B

ASRN1995

1 1

5/30/2023

M.COOPER 1/28/2021

IN MAS

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

PS

PS

NOTE:

1. ALL FRACTIONAL TOLERANCES NOT LISTED ARE ±1/32

5'-10"1/16"

STAGGER

4.50 - 0.00 0.50+

4.502X 16'-0" FULL UNDERCUT

(5'-10")

CUT THIS SIDE

58'-8"1/16"

5'-10" TO BEND

0.50

(26') ALIGNMENT

18° 25'

3' 0.4940.031

2.875

9.500

6.000

4X 1.125 - 0.000

0.063+ THRU

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 5/30/2023 P.VAISHAK 8/17/2023 J.RHYNE --- UPDATED TO LATEST STANDARD

RAISED LETTERS

THIS SIDE

6.000

9.500

RAISED LETTERS THIS SIDE

DESCRIPTIONPART NUMBERQTYITEM

PLATE GUARD ASSY_115RE_U69_STR_PAN_FLAT_R_CSX

2412_DOMESTIC

GRPN1001161

GUARD RAIL_BAR_U69_26_NA_STR_CSX 2412_DOMESTICGRN109212

E-CLIP_RH_DOMESTICPN-PD-ECLIPD163

U69_J HOOKGRNU69-JHC164

U69_SUPPORT BLOCKGRNU69-SBECLIP165

U69 SHIM_.063GRNU69SHIM116326

U69 SHIM_.125GRNU69SHIM18487

ID TAG_GUARDRAILGRNA-IDTAGS18

A

A

UT-115-GR

7299D

7299D

UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR UT-115-GR

7299D7299D 7299D7299D 7299D 7299D 7299D 7299D 7299D 7299D 7299D 7299D 7299D 7299D

7299D

7299D

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

PUNCHING

COMMENTS

IF ANY DIMENSION DOES NOT MEET

TOLERANCES ON THIS DRAWING STOP

PROCESS AND NOTIFY SUPERVISOR

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\U69 Guardrail\26\GRNA1123.idw

C.MCBRIDE 2/21/2018

GUARD RAIL ASSY_115RE_U69_26_STR_PAN_R_NA_CSX 2412_DOMESTIC

B

AGRNA1123

1 1

10/8/2020

S.KENT 3/22/2018

IN MAS

(26')

6 1/4

1 7/8`1/16

25/32

(19 1/2)15X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 10/8/2020 C.MCBRIDE 10/8/2020 S.KENT 1634 PN-PD-ECLIPD QTY WAS 48; ADDED GRNA-IDTAGS; ITEM #2 WAS GRN1002.

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\IJ Rails\CSX\IBN1395.idw

M.COOPER 1/26/2021

RAIL IJ_115RE_38 5.000_HH_10_STR_CSX 2218_BONDED_MOD-D_RH TO

B

IBN1395

1 1

1/29/2021

J.RHYNE 1/29/2021

IN MAS

A

A

10'`1/16" 1ST LEG 28'-4 13/16"`1/16" 2ND LEG

(3/16")END POST

38'-5"`1/8" OAL

6X n1.313 - 0.000

0.063+ THRU

NOTES:

1. RAIL BRAND TO BE ON SAME SIDE WHEN ASSEMBLED

2. ALL FRACTIONAL TOLERANCES NOT LISTED ARE ±1/32

3. DRILLING TYPICAL BOTH ENDS OF ASSEMBLED IJ RAIL

4. CONTINUITY TESTING: NO LESS THAN 10 MegOhm at 500 VOLTS

5. BONDED JOINT KIT SUPPLIED TO MEET LISTED DIMENSIONS (IBN-115REKIT)

3.500 6.000

6.000

3.500 6.000

6.000

9.500

6.0002.875

2X n1.125 - 0.000

0.063+ THRU

(5 1/2")

(6 5/8") RAISED LETTERS

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\IJ Rails\CSX\IBN1396.idw

M.COOPER 1/26/2021

RAIL IJ_115RE_38 5.000_HH_20_STR_CSX 2218_BONDED_MOD-D_RH TO

B

IBN1396

1 1

1/29/2021

J.RHYNE 1/29/2021

IN MAS

A

A

20'`1/16" 1ST LEG 18'-4 13/16"`1/16" 2ND LEG

(3/16")END POST

38'-5"`1/8" OAL

6X n1.313 - 0.000

0.063+ THRU

NOTES:

1. RAIL BRAND TO BE ON SAME SIDE WHEN ASSEMBLED

2. ALL FRACTIONAL TOLERANCES NOT LISTED ARE ±1/32

3. DRILLING TYPICAL BOTH ENDS OF ASSEMBLED IJ RAIL

4. CONTINUITY TESTING: NO LESS THAN 10 MegOhm at 500 VOLTS

5. BONDED JOINT KIT SUPPLIED TO MEET LISTED DIMENSIONS (IBN-115REKIT)

3.500 6.000

6.000

3.500 6.000

6.000

9.500

6.0002.875

2X n1.125 - 0.000

0.063+ THRU

(6 5/8")

(5 1/2")

RAISED LETTERS

A

A

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\IJ Rails\CSX\IBN1516.idw

P.VAISHAK 5/11/2023

RAIL IJ_115RE_28 3.969_HH_14 11.250_STR_CSX

2217_BONDED_RH_CONNECTING

B

IBN1516

1 1

8/21/2023

J.RHYNE 8/21/2023

IN MAS

14'-11 1/4"`1/16" 1ST LEG 13'-4 1/2"`1/16" 2ND LEG

(3/16") END POST

28'-3 15/16"`1/8" OAL

6X n1.313 - 0.000

0.063+ THRU

2.875

3.500 6.000

6.0006.000

6.000 3.500

4X n1.125 - 0.000

0.063+ THRU

6.000

NOTES:

1. RAIL BRAND TO BE ON SAME SIDE WHEN ASSEMBLED

2. ALL FRACTIONAL TOLERANCES NOT LISTED ARE ±1/32

3. BONDED JOINT KIT SUPPLIED TO MEET LISTED DIMENSIONS (IBN-115REKIT)

4. CONTINUITY TESTING: NO LESS THEN 10MegOhm AT 500 VOLTS

RAISED LETTERS

THIS SIDE

(6 5/8")

(5 1/2")

9.5002.875 9.500

6.000

DESCRIPTIONPART NUMBERQTYITEM

RAW STOCK_A36_1.125_8.000RS113800A3621

GAGE PLATE_INSULATOR_1.125_8.000PBN-GPPLYIN11812

BOLT HUCK_.750_1.750-2.000TB-HUCKPIN112523

BOLT HUCK_.750_2.250-2.500TB-HUCKPIN012524

WASHER HUCK_.750LN-HUCKFLATWASH65

NUT HUCK_.750TB-HUCKCOLL46

LIFTING HOOK_CSX 2340PBN-LHGPCSX234017

BRACE_115_SUREFITPBN115REBBOSURE28

BRACE BLOCK_115RE-136RE_CAST_MILL-FLAT_DOMESTICPBN100029

BRACE_115RE-136RE_CAST_MILL_DOMESTICPBN1001210

U

T-XXX-115-O

G

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Gage\CSX\GPA1546.idw

J.RHYNE 9/29/2016

PLATE GAGE_115RE_OG_VAR_INS_SAM_PAN_MILL_R_CSX 2310_DOMESTIC

B

DGPA1546

1 1

4/13/2023

M.ROBERTS 10/17/2016

IN MAS

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

87.313`0.125

43.281`0.063 43.281`0.063

(0.750)

0.250 - 0.000 0.031+ 0.250 - 0.000

0.031+

1ST________

LAST________

.125 X 45° CHAMFER

3.002X 7.002X

18.502X

(8.0)

26.500 - 0.000 0.031+

26.500 - 0.000 0.031+

26.500 - 0.000 0.031+

26.500 - 0.000 0.031+

53.750 - 0.000 0.063+

53.750 - 0.000 0.063+

11.063

5.625 5.594

5.316

5.625 5.594

11.751

11.06311.751

5.316

1.750 - 0.031 0.000+2X 1.752X

CONTINUITY TESTING:

NO LESS THAN 10 MegOhm at 500 VOLTS

1ST_______

LAST_______

10X n1.000 - 0.005

0.032+ THRU

2.004X

2.004X

(1.125)

14.750

ETCHING TABLE

SWITCH ALIGNMENT ETCHING

16' 6" UT-16 6-115-OG

26' UT-26-115-OG

39' UT-39-115-OG

8X R0.063

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

B 10/23/2020 C.MCBRIDE 10/23/2020 S.KENT 1634

REMOVED PN-PD-ECLIPD, PBN115REBWD, PBN115REBBOSURE; UPDATED TO CURRENT

STANDARD

C 1/14/2021 M.COOPER 2/3/2021 S.KENT 1667 ADDED 2EA PBN115REBBOSURE

D 3/30/2023 P.VAISHAK 4/13/2023 J.RHYNE 1880

REPLACED PBNPDWOSBKD WITH PBN1000; REPLACED PBNPANDWOS21725 WITH

PBN1001; DIA WAS 0.750

3/8 16X

4X n0.760 - 0.000

0.032+ THRU

w n1.500 X 90°

D

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Gage\CSX\GPA1947.idw

M.COOPER 1/19/2021

PLATE GAGE_115RE_01BGR_26_INS_SAM_PAN_MILL_R_CSX

2340_MOD-D_DOMESTIC

B

AGPA1947

1 1

3/30/2023

S.KENT 2/3/2021

IN MAS

ASSEMBLY - BILL OF MATERIAL

DESCRIPTIONPART NUMBERQTYITEM

RAW STOCK_A36_1.125_8.000RS113800A3621

GAGE PLATE_INSULATOR_1.125_8.000PBN-GPPLYIN11812

LIFTING HOOK_CSX 2340PBN-LHGPCSX234013

BOLT HUCK_.750_2.250-2.500TB-HUCKPIN012524

BOLT HUCK_.750_1.750-2.000TB-HUCKPIN112525

WASHER HUCK_.750LN-HUCKFLATWASH66

NUT HUCK_.750TB-HUCKCOLL47

BRACE_115_SUREFITPBN115REBBOSURE48

BRACE BLOCK_115RE-136RE_CAST_MILL-FLAT_DOMESTICPBN100029

U

T-26-115-1BG

R

CONTINUITY TESTING:

NO LESS THAN 10 MegOhm at 500 VOLTS

1ST_______

LAST_______

VERTEX=0"

5.316

11.063

1.752X

54.404 - 0.000 0.063+

26.719 - 0.000 0.031+

6.632X 18.132X

1.752X 3.002X

1.750 - 0.031 0.000+2X

26.814 - 0.000 0.031+26.719 - 0.000

4X n0.760 - 0.000

0.032+ THRU

w n1.500 X 90°

5.625 5.594

11.751

(8.0)

5.316

5.625

0.250 - 0.000 0.031+ 0.250 - 0.000

0.125 X 45° CHAMFER

(0.75)

43.219`0.063 44.531`0.063

8X R0.63

(1.125)

88.5

26.935 - 0.000

11.704

11.078

54.283 - 0.000 0.063+

2.006X

10X n1.000 - 0.005

0.032+ THRU

3/8 6X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 3/30/2023 P.VAISHAK 8/14/2023 J.RHYNE 1916 REPLACED PBNPDWOSBKD WITH PBN1000; UPDATED TO CURRENT STANDARDS

SIDE VIEW

DESCRIPTIONPART NUMBERQTYITEM

RAW STOCK_A36_1.000_7.000RS100700A3621

GAGE PLATE_INSULATOR_1.000_7.000PBN-GPPLYINS10012

BOLT HUCK_.750_2.000-2.250TB-HUCKPIN-B23

BOLT HUCK_.750_1.750-2.000TB-HUCKPIN112524

NUT HUCK_.750TB-HUCKCOLL45

WASHER HUCK_.750LN-HUCKFLATWASH66

PLATE_1.000_4.000_7.000PLT211327

BRACE_115_SUREFITPBN115REBBOSURE28

BRACE BLOCK_PBN_7299_DOMESTIC_MILL-FLAT_7.000PBNPDWOSBKD70029

LIFTING HOOK_7.000PBN-LHGP700110

UT-39-115-1GRE

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Gage\CSX\GPA2068.idw

K.JANAKI 5/8/2023

PLATE GAGE_115RE_01GRE_26_INS_SAM_PAN_MILL_R_CSX-BNSF

DB0044.00_DOMESTIC_TRAP TIE

B

GPA2068

1 1

8/14/2023

J.RHYNE 8/14/2023

IN MAS

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

D 7299D

(0.750)

26.466 - 0.000 0.031+ 26.578 - 0.000

0.031+

26.485 - 0.000 0.031+26.466 - 0.000

0.031+

6.752X

18.252X

3.002X

53.701 - 0.000 0.063+

1.750 - 0.031 0.000+2X

1.502X 4X n0.760 - 0.000

0.032+ THRU

w n1.500 X 90°

44.625`0.063 44.625`0.063

92.0

2.882X

0.752X

10X n1.000 - 0.005

2.002X

NO LESS THAN 10 MegOhm at 500 VOLTS

1ST_______

LAST_______

VERTEX= 0"

(4.000)

5 3 6

53.794 - 0.000 0.063+

2X 0.375 X 45° CHAMFER

5.625 5.594

5.316

11.708

11.106 11.723

11.120

5.625 5.594

5.316

2.002X

1.882X

1.634X

2X

(1.000) 7

1/4 2X

0.250 - 0.000 0.031+ 0.250 - 0.000

3.1252X

(1.000)

(3.000)

(7.0)

(3.500) 4X (n0.813 THRU)

8X R0.063

6X

SIDE VIEW

DESCRIPTIONPART NUMBERQTYITEM

RAW STOCK_A36_1.000_7.000RS100700A3621

GAGE PLATE_INSULATOR_1.000_7.000PBN-GPPLYINS10012

BOLT HUCK_.750_2.000-2.250TB-HUCKPIN-B23

BOLT HUCK_.750_1.750-2.000TB-HUCKPIN112524

NUT HUCK_.750TB-HUCKCOLL45

WASHER HUCK_.750LN-HUCKFLATWASH66

PLATE_1.000_4.000_7.000PLT211327

BRACE_115_SUREFITPBN115REBBOSURE28

BRACE BLOCK_PBN_7299_DOMESTIC_MILL-FLAT_7.000PBNPDWOSBKD70029

LIFTING HOOK_7.000PBN-LHGP700110

UT-39-115-1AGRE

SIZE

TITLE

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Gage\CSX\GPA2069.idw

K.JANAKI 5/8/2023

PLATE GAGE_115RE_01AGRE_26_INS_SAM_PAN_MILL_R_CSX-BNSF

DB0044.00_DOMESTIC_TRAP TIE

B

GPA2069

1 1

8/14/2023

J.RHYNE 8/14/2023

IN MAS

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

D 7299D

(0.750)

26.466 - 0.000 0.031+ 26.884 - 0.000

0.031+

26.784 - 0.000 0.031+26.466 - 0.000

0.031+

6.752X

18.252X

3.002X

54.000 - 0.000 0.063+

1.750 - 0.031 0.000+2X

1.502X 4X n0.760 - 0.000

0.032+ THRU

w n1.500 X 90°

44.625`0.063 44.625`0.063

92.0

2.882X

0.752X

10X n1.000 - 0.005

NO LESS THAN 10 MegOhm at 500 VOLTS

1ST_______

LAST_______

VERTEX= 0"

(4.000)

5 3 6

54.100 - 0.000 0.063+

2X 0.375 X 45° CHAMFER

5.625 5.594

5.316

11.708

11.106 11.723

11.120

5.625 5.594

5.316

2.002X

1.882X

1.634X

2X

(1.000) 7

1/4 2X

0.250 - 0.000 0.031+ 0.250 - 0.000

3.1252X

(1.000)

(3.000)

(7.0)

(3.500) 4X (n0.813 THRU)

8X R0.063

6X

RAW STOCK_A36_1.125_8.000RS113800A3611

BRACE_115_SUREFITPBN115REBBOSURE12

BRACE BLOCK_115RE-136RE_CAST_MILL-FLAT_DOMESTICPBN100013

U T

-1

-1

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Front Switch\CSX\FSPA1610.idw

J.RHYNE 10/10/2016

PLATE FS_115RE_01_PAN_MILL_R_CSX 2337_MOD -D_DOMESTIC

B

DFSPA1610

1 1

3/29/2023

M.ROBERTS 10/17/2016

IN MAS

28.5

(1.125)

0.250 - 0.000

0.031+

5.316

3.8711.751

11.063

5.625 5.594

6X n1.000 - 0.005

0.032+ THRU

4.56

1.752X

2.002X

2.004X

R0.0634X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 6/6/2018 C.TAYLOR 6/28/2018 J.RHYNE 1354 SEE ECR FOR DIMENSION CHANGES;UPDATED TO CURRENT ES-020 STANDARD

B 10/23/2020 C.MCBRIDE 10/23/2020 S.KENT 1634

REMOVED PN-PD-ECLIPD, PBN115REBWD, PBN115REBBOSURE; UPDATED TO CURRENT

STANDARD

C 1/14/2021 M.COOPER 2/3/2021 S.KENT 1667 ADDED 1EA PBN115REBBOSURE

D 3/29/2023 P.VAISHAK 4/13/2023 J.RHYNE 1880 REPLACED PBNPDWOSBKD WITH PBN1000; UPDATED TO CURRENT STANDARDS

3X

RAW STOCK_A36_1.125_8.000RS113800A3611

BRACE_115RE-136RE_CAST_MILL_DOMESTICPBN100112

U T

-1

-1 P

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Front Switch\CSX\FSPA1611.idw

J.RHYNE 10/10/2016

PLATE FS_115RE_01P_PAN_MILL_R_CSX 2337_MOD-D_DOMESTIC

B

BFSPA1611

1 1

3/29/2023

M.ROBERTS 10/17/2016

IN MAS

6.50

5.625 5.594

0.250 - 0.000 0.031+

(1.125)

24.750`0.125

6X n1.000 - 0.005

2.002X

1.752X

2.004X

R0.0632X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 10/23/2020 C.MCBRIDE 10/23/2020 S.KENT 1634 REMOVED PN-PD-ECLIPD; UPDATED TO CURRENT STANDARDS

B 3/29/2023 P.VAISHAK 4/13/2023 J.RHYNE 1880 REPLACED PBNPANDWOS21725 WITH PBN1001; UPDATED TO CURRENT STANDARDS

5X

RAW STOCK_A36_1.125_8.000RS113800A3611

BRACE_115RE-136RE_CAST_MILL_DOMESTICPBN100112

U T

-1

-2 H

P

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Front Switch\CSX\FSPA1612.idw

J.RHYNE 10/10/2016

PLATE FS_115RE_02HP_PAN_MILL_R_CSX 2337_MOD-D_DOMESTIC

B

BFSPA1612

1 1

3/29/2023

M.ROBERTS 10/17/2016

IN MAS

1.752X 6.50

24.750`0.125

0.250 - 0.000 0.031+

(1.125)

2.002X

5.625 5.594

6X n1.000 - 0.005

2.004X

R0.0632X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 10/23/2020 C.MCBRIDE 10/23/2020 S.KENT 1634 REMOVED PN-PD-ECLIPD; UPDATED TO CURRENT STANDARDS

B 3/29/2023 P.VAISHAK 4/13/2023 J.RHYNE 1880 REPLACED PBNPANDWOS21725 WITH PBN1001; UPDATED TO CURRENT STANDARDS

RAW STOCK_A36_1.125_8.000RS113800A3611

BRACE_115RE-136RE_CAST_MILL_DOMESTICPBN100112

U T

-1

-3 H

P

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Plating-Front Switch\CSX\FSPA1613.idw

J.RHYNE 10/10/2016

PLATE FS_115RE_03HP_PAN_MILL_R_CSX 2337_MOD-D_DOMESTIC

B

BFSPA1613

1 1

3/29/2023

M.ROBERTS 10/17/2016

IN MAS

6.50

(8.0) 5.625 5.594

2.004X

2.002X

1.752X 6X n1.000 - 0.005

(1.125)

24.0

0.250 - 0.000 0.031+

R0.0632X

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

A 10/23/2020 C.MCBRIDE 10/23/2020 S.KENT 1634 REMOVED PN-PD-ECLIPD; UPDATED TO CURRENT STANDARDS

B 3/29/2023 P.VAISHAK 4/13/2023 J.RHYNE 1880 REPLACED PBNPANDWOS21725 WITH PBN1001; UPDATED TO CURRENT STANDARDS

CLIP ROCKERSPPN-RCAADJ21

ROD_MILLED_1.250_2.500_40.250ROD105522

SWITCH ROD_INS CHANNEL_CR 73518 GSPPN-CRICHANNEL13

SWITCH ROD_INS PLATE_.125_2.500_10.000GN-INSPLATE14

SWITCH ROD_INS BUSHING_1.000_1.469SPPN-INSBUSH12545

SWITCH ROD_SPLICE PLATE_.500_2.500_9.500SPPN-SPLICEPLTE16

SWITCH ROD BASKET_CSX 2315SPPN-SWRODBST17

WASHER LOCK_.750_.500LNK-AREA48

BOLT SQ_.750_4.250TB-G8SHK042549

BOLT THIN_1.000_5.000TB-G8THP0500410

NUT CASTLE_1.00TB-PCASTLE411

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Switch Rods Insulated\#1 Rod\SPPN-SR1-125VRI.idw

ACATE 5/7/2008

SWITCH ROD_1_INS_1.250_ROCKER_CSX 2326_BASKET

B

HSPPN-SR1-125VRI

1 1

9/1/2022

M.ROBERTS 3/12/2010

IN MAS

REVISION HISTORY

REV DATE REV AUTHOR

CHECKED

DATE

CHECKED BY ECR# DESCRIPTION

F 5/7/2012 H.BLADE 5/7/2012 M.ROBERTS 418 ADDED ITEM NUMBER CALLOUTS TO ASSY; ADDED ITEM #10 & #11

G 6/14/2016 C.MCBRIDE 6/14/2016 S.KENT --- ADDED THIMBLE VERIFICATION NOTE

H 9/1/2022 S.FASSNACHT 9/1/2022 C.MCBRIDE --- UPDATED TO CURRENT STANDARDS

(81.0)

(2.500)

ETCH OR STAMP (16'6"-1V)

(1.250)

(40.250) (40.250)

(42.00)

TORQUE SPEC: 1ST_______

345 ft-lb. LUBRICATED 460 ft-lb. NON LUBRICATED LAST_______

CONTINUITY TESTING:

NO LESS THAN 10 MegOhm at 500 VOLTS

1ST_______

LAST_______

VERIFY PRESENCE OF THIMBLE AS INDICATED

VERIFIED BY: ___________

DATE: ___________

G

ROD MILLED_1.2500_2.500_33.750ROD103121

SWITCH ROD_SPLICE PLATE_.500_2.500_9.500SPPN-SPLICEPLTE22

SWITCH ROD_INS BUSHING_1.000_1.469SPPN-INSBUSH12543

SWITCH ROD_INS PLATE_.125_2.500_10.000GN-INSPLATE24

WASHER LOCK_.750_.500LNK-AREA45

BOLT SQ_.750_4.250TB-G8SHK042546

CLIP ROCKERSPPN-RCAADJ27

BOLT THIN_1.000_5.250TB-G8THP052548

NUT CASTLE_1.00TB-PCASTLE49

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Switch Rods Insulated\#2 Rod\SPPN-SR2-125VRI.idw

ACATE 5/7/2008

SWITCH ROD_2_INS_1.250_ROCKER_CSX 2326_NO BASKET

B

JSPPN-SR2-125VRI

1 1

1/11/2022

M. ROBERTS 5/8/2008

IN MAS

(1.25)

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

G 6/7/2011 H.BLADE 6/8/2011 M.ROBERTS 224

ADDED SHEET 2 DETAIL OF ROCKER CLIPS; ADDED VIEW BREAK OUT VIEW TO EXPOSE

(36.50) DIM ;UPDATED TO ES-018 STANDARD PER ECR 224

H 5/7/2012 H.BLADE 5/7/2012 M.ROBERTS 418 ADDED ITEM NUMBER CALLOUTS TO ASSY;ADDED ITEM #8 & #9

J 1/11/2022 C.TAYLOR 1/11/2022 S.KENT 1782 UPDATED CURRENT STANDARD,ITEM #8 WAS TB-G8THP0500

ETCH OR STAMP (<ALIGNMENT> - 2V)

(33.75) (33.75)

0.500

(2.50)

(36.50)

(68.0)

TORQUE SPEC: 1st_______ 345 ft-lb. lubricated 460 ft-lb. non lubricated Last_______

CONTINUITY TESTING:

NO LESS THAN 10 MegOhm at 500 volts

1st_______

Last_______

(50.25)

J J

ROD MILLED_1.125_2.500_25.750ROD103221

SWITCH ROD_SPLICE PLATE_.500_2.500_9.500SPPN-SPLICEPLTE22

SWITCH ROD_INS PLATE_.125_2.500_10.000GN-INSPLATE23

SWITCH ROD_INS BUSHING_1.000_1.469SPPN-INSBUSH12544

WASHER LOCK_.750_.500LNK-AREA45

BOLT SQ_.750_4.250TB-G8SHK042546

CLIP ROCKERSPPN-RCAADJ27

BOLT SQ_1.000_5.250TB-G8SHP052548

NUT CASTLE_1.00TB-PCASTLE49

THE DOCUMENT AND THE DATA DISCLOSED

HERE IN OR HERE WITH IS NOT TO BE REPRODUCED,

USED, OR DISCLOSED IN WHOLE OR IN PART TO

ANYONE WITHOUT THE PERMISSION OF UNITRAC

RAILROAD MATERIALS.

SIGN OFF BLOCK

INITIALS AND DATE ALLOW PROCESS

CONTINUATION

CHECK MATERIAL RECEIVED AGAINST PRINT

SAW CUT ENDS MUST BE CUT SQUARE WITHIN

1/16"

RECORD ACTUAL DIMENSIONS FOR 1ST AND

LAST PART.

S.O. #

INITIALS DATE

SAW

MILL

STAMPING/ETCHING

DRILLING

WELDING

ASSEMBLY

DRAWING NO.

SHEET

REV

DIMENSIONS ARE IN INCHES

.X .XX .XXX ANGLE

UNLESS OTHERWISE SPECIFIED

`.125 `.063 `.031 `1/4~

DRAWN

CHECK

OF

PO BOX 7098

KNOXVILLE, TN 37921

C:\Unitrac\Switch Rods Insulated\#3 Rod\SPPN-SR3-125VRI.idw

ACATE 5/7/2008

SWITCH ROD_3_INS_1.250_ROCKER_CSX 2326_NO BASKET

B

JSPPN-SR3-125VRI

1 1

9/1/2022

M. ROBERTS 5/8/2008

IN MAS

(2.500)

TORQUE SPEC: 1st_______ 345 ft-lb. lubricated 460 ft-lb. non lubricated Last_______

CONTINUITY TESTING:

NO LESS THAN 10 MegOhm at 500 volts

1st_______

Last_______

(1.250)

(25.750) (25.750)

0.500

REVISION HISTORY

REV DATE REV AUTHOR CHECKED DATE CHECKED BY ECR# CHANGE NOTE

G 5/7/2012 H.BLADE 5/7/2012 M.ROBERTS 418 ADDED ITEM NUMBER CALLOUTS TO ASSY; ADDED ITEM #8 & #9

H 8/19/2013 B.ATKINS 8/23/2013 C.CARDWELL 596 REMOVED PAGES 2 & 3; REMOVED BOTTOM VIEW, ADDED TOP VIEW

J 9/1/2022 S.FASSNACHT 9/1/2022 C.MCBRIDE --- UPDATED TO CURRENT STANDARDS

ETCH OR STAMP (<ALIGNMENT> - 3V)

(52.0)

(43.75)

H

ROD MILLED_1.250_2.500_26.250ROD107021

SWITCH ROD_SPLICE PLATE_.500_2.500_9.500SPPN-SPLICEPLTE22

SWITCH ROD_INS PLATE_.125_2.500_10.000GN-INSPLATE23

SWITCH ROD_INS BUSHING_1.000_1.469SPPN-INSBUSH12544

BOLT SQ_.750_4.250TB-G8SHK042545

WASHER LOCK_.750_.500LNK-AREA46

CLIP ROCKERSPPN-RCAADJ27

BOLT SQ_1.000_5.250TB-G8SHP052548

NUT CASTLE_1.00TB-PCASTLE49

THE DOCUMENT AND THE DATA…