CN-550000-AT039-W0010000.pdf

725-090-04

RAIL

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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD CHANGE ORDER NUMBER 1

Financial Project ID Roadway Description County Roadway ID Contract ID

453830-1-57-01 SR 60 Polk 16110000 AT039

A. 1. The CSX Transporation, Inc. Company is hereby authorized to observe the following changes in the plans and or specifications to the subject Railroad Agreement, and to perform such work accordingly, further described as:

Preliminary engineering (PE) and construction services, including maintenance of traffic (MOT), for surface rebuild of crossing 625419N, RR MP SX 834.53, west of Lake Wales, Florida. Rough surface to be replaced with new panel materials. This change order includes any other work deemed necessary to complete this project.

2. Exhibit A, Exhibit B, and Exhibit C are attached to the Railroad Change Order and made part of the below referenced Railroad Agreement.

3. The items of work covered by this Change Order are referenced to the Master Agreement of record dated 8/7/1972 and no Supplemental Agreement is required.

Agreement Type: Crossing Surface

B. 1. Reimbursement for the cost of this Railroad Work is to be in accord with the provisions set forth in Administrative Rule Chapter 14-57 Section .011(2) as:

a. ☐ NONREIMBURSABLE

b. ☒ REIMBURSABLE

(1) ☒ Force Account Method

(2) ☐ Lump Sum Method

(3) ☐ Third Party Contract Method

C. ESTIMATED COST OF WORK DUE TO THIS CHANGE ORDER

CHANGE

ORDER

DESCRIPTION

PREVIOUSLY

AUTHORIZED WORK

AMOUNT(S)

NEW AUTHORIZED

WORK AMOUNT

1 Preliminary Engineering and Crossing Surface Reconstruction $0 $700,000.00

Total amount of work previously authorized………………………………………………………… $0

Total amount of new work authorized by this change order…………………………………………………………………… $700,000.00

Total amount of work authorized under agreement for this Financial Project ID……………………………………… $0.00

PROJECT TOTAL AMOUNT OF WORK AUTHORIZED TO DATE……………………………………………………………………… $700,000.00

Examined as to provisions and participating items of cost:

Recommended: ____________________ Approved: ____________________ Date Date

Wendy Sands Paul Simmons

District Rail Administrator Modal Development Administrator

DocuSign Envelope ID: FE2DBCA4-B81D-49A9-BF77-3CC56674F5E6

06/24/2024 | 10:12 AM EDT 06/24/2024 | 10:25 AM EDT

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EXHIBIT A

The Company shall:

1. utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the Company during the term of the contract; and

2. include an express requirement in any subcontract that subcontractors performing work or providing services pursuant to the state contract utilize the U.S. Department of Homeland Security’s E-Verify system to verify the employment eligibility of all new employees hired by the subcontractor during the contract term.

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EXHIBIT B

The Company shall:

1. adhere to all Buy America requirements (23 CFR 635.410) to ensure that all manufacturing processes of steel and iron occur in the United States; and

2. ensure that prefabricated items that contain steel must also comply with Buy America; and

3. provide Buy America certifications that include correct language, project information, and the material’s delivery date.

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EXHIBIT C

The Company understands:

1. that while FHWA1273 does not apply to force account work performed by rail companies, FHWA-assistance is subject to Title VI (42 U.S.C. § 2000d et seq); and

2. requires appropriate assurances by providing an executed Title VI / Nondiscrimination Assurance, including Appendices A and E.

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

AT039

6/19/2024

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR JASON ADANK, CPA, COMPTROLLER ON 6/19/2024

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55014010106

Expansion Option: A5

Object Code: 563000

Amount: $700,000.00

Financial Project: 45383015701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2024

Budget Entity: 55150200

Category/Category Year: 088716/24

Amendment ID: W001

Sequence: 00

User Assigned ID: CO#1

Enc Line (6s)/Status: 0001/04

Total Amount: $700,000.00

Contract: AT039

Contract Type: AC - RR CROSSING-PE/INSTAL (RR-XING/PE)

Vendor Name: CSX TRANSPORTATION, INC.

Vendor ID: F546000720022

Beginning Date of This Agreement: 06/18/2024

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: Crossing reconstruction at SR60, crossing 625419N, FPID 453830-1

Page1 of 1

To: Jennifer.Gaona@dot.state.fl.us

CSX TRANSPORTATION NEW PROJECT INITIATION FORM

Please provide the following information so that CSXT is able to accurately and appropriately process the project setup and billing.

Is this project associated with

Federal funds?

Is this project associated with

State funds?

Please describe the funding source for this project (i.e. INFRA, Section 130, State, County, Private, etc.).

Project Requirements:

Buy America

Additional procurement restrictions (Please describe below)

State Suspended and Debarred (Note - All federally funded projects are already monitored against the federal sus/deb listings)

Davis-Bacon (Please only check this box if this is a construction project that may be performed by an outside party)

CSX is subject to a state single audit as a recipient or subrecipient of funds (The only states that should apply here are FL or NC. FL must provide completed form DFS-A2-NS.)

Other If you selected Other, please describe below.Only complete this section if this project is associated with

Federal and/or State funds.

Project Sponsor Bill To Information

Agency - Sponsor:

Billing Address:

Contact Name:

Phone:

E-mail:

Invoice Delivery Method:

Project Location:

Project Description:

Sponsor Project Ref.

Number (If applicable)

Signature of Applicant* Please sign, this form to the authorized CSX representative.

Name and Title of

Applicant

Signature of Applicant Date:

*By signing this form you are authorizing CSXT to incur costs and bill against this project. Should the project be canceled, CSXT will bill the Project Sponsor for the incurred costs. In the event the Project Sponsor is unresponsive for 90 days or more, the project will be closed;

and the Project Sponsor will be final billed for all project costs incurred.

Form Revision 7/ /23

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P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

21830-T01

RAILROAD (GRADE) CROSSING

11/01/17

GENERAL NOTES:

CROSSING SURFACES

STOP ZONE FOR RUBBER CROSSING

Type Definition

C

R

RA

Concrete

Rubber

Rubber/Asphalt

TA Timber/Asphalt

(mph)

Design Speed

(Distance From Stop)

Zone Length

250'

50 - 55

60 - 65

350'

500'

600'

45 Or Less considerations dictate otherwise.

chart may be used unless engineering or safety

Single track Type R Crossings within the zones on the 2.

future vehicular stop. Zone lengths are charted above.

crossings within zones for an existing or scheduled

Type R Crossings are NOT to be used for multiple track 1.

the edge of the travel way.

The Department will participate in crossing work, that requires adjustments to rail outside of the crossing, no more than 50 feet from 7.

Install pavement in accordance with the Specifications. 6.

appropriate material to allow unobstructed travel through the crossing in accordance with ADA requirements.

Sidewalks shall be constructed through the crossing between approach sidewalks of the crossing. Sidewalks shall be constructed with 5.

the crossing surface type shall be made a part of the installation agreement.

and/or the District Rail Office for concurrence along with the List of Railroad Crossing Products. The approved engineering drawings of

The Railroad Company shall submit engineering drawings for the proposed crossing surface type to the Construction Project Engineer 4.

to the District Offices as the list is updated.

The Central Rail Office will maintain a list of currently used Railroad Crossing Products and will periodically distribute the current list 3.

surface is constructed.

protect the crossing from low clearance vehicles and vehicular impacts until the construction project is completed and the final highway the approaches of the crossing to reduce vehicular impacts to the crossing. The transition pavement will be maintained as appropriate to

When a railroad grade crossing is located within the limits of a highway construction project, a transition pavement will be maintained at 2.

negotiated otherwise.

All pavement material, including that through the crossing, will be furnished and installed by the Department or its Contractor, unless

The Railroad Company will furnish and install all track bed (ballast), crossties, rails, crossing surface panels and accessory components. 1.

Notes:

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REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

22830-T01

RAILROAD (GRADE) CROSSING

11/01/19

¡ Pavement

Beveled Edge (1:4 Slope)

Shoulder Pavement

Edge Of Travel Way

Shoulder Line*

Pavement' Above

See 'Crossing Shoulder

Varies (2' Min.)

Or Signal And Gate

Railroad Signal, Gate

R

A I L R

O A

D

With RR Company)

Filter Fabric (Optional

Exist. Rdwy. Pavt.

Friction Course

Ballast Ballast

Crosstie

By Crossing Type)

Material (When Required

Cap Or Expansion

Friction Course

Exist. Rdwy. Pavt.

With RR Company)

Filter Fabric (Optional

Level

Crosstie

Grade

¡ Rail¡ Rail

¡ Track

¡ Railroad

¡ Pavement

2' Setback

Utility Strip

3' Curb Transition 3' Curb Transition

Concrete Curb And Gutter

Utility Strip

Beveled Edge (1:4 Slope)

Asphalt

Gutter

Concrete Curb And

Drop Curb Drop Curb

Extend Beyond Lip Of Gutter

Crossing Materials Do Not

Shoulder Pavement When

Match Adjacent Surface

Asphalt or Concrete to

Sidewalk or Trail

Type SP Asphalt (500 Lb/SY)

Overbuild Overbuild

Type SP Asphalt (500 Lb/SY)

Grade Level

HALF PLAN

CURBED ROADWAYS

ROADWAYS WITH FLUSH SHOULDERS

HALF PLAN

SECTION VIEW

TYPICAL CROSSING MATERIAL REPLACEMENT AT RR CROSSINGS VERTICAL ROADWAY ALIGNMENT THROUGH A RAILROAD CROSSING

4' For Median Shoulders.c.

(Regardless Of Approach Shoulder Pavement Width).

To 8' Maximum Width For Outside Shoulders 8' Or Wider b.

To Shoulder Line For Outside Shoulders Less Than 8' Wide.a.

(Except Area Occupied By Crossing Surfacing Material):

Crossing Shoulder Pavement

Flexible Pavement

Gate Or Signal And Gate

With Or Without Signal, 50' Min.

Crossing Materials

(W idth Varies)

(S e e

G e n e r a l

N o te

D e p a r tm e n t

P a r ti c ip a ti o n

M a x

12' Min.

50' Min.

(Full Depth Asphalt/Rubber Shown)

RR Crossing Varies

(1' To 4.5')

Varies

(1' To 4.5')

Varies is not level, will necessitate a site specific analysis for rail clearances.

grade to a level plane at the elevation of the rails. Rails that are superelevated, or a roadway approach section that superelevation makes a different level appropriate. Vertical curves should be used to traverse from the highway be more than 3 inches higher or lower than the top of the nearest rail at a point 30 feet from the rail unless track plane as the top of the rails for a distance of 2 feet outside the rails. The surface of the highway should also not

To prevent low-clearance vehicles from becoming caught on the tracks, the crossing surface should be at the same

30' 30'

2'2'

Varies (8' Min.)Varies (8' Min.)

Crossing Materials

(Width Varies)

S e e G e n e r a l

N o te

D e p a r tm e n t

P a r ti c ip a ti o n

M a x

V a rie s

V ar ie s crossing shoulder pavement.

be widened to accommodate type, the shoulder width is to is substandard for the facility

* Where the existing shoulder

-0

S e e I n d e x

V a r ie s

Index 509-070 gates or signals and gates see

For location of railroad signals, Note:

M a x

M a x