CN-550000-ASV73-W0020000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD REIMBURSEMENT AGREEMENT

GRADE CROSSING TRAFFIC CONTROL DEVICES – COUNTY

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FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

452084-1-57-01 46TH AVENUE NORTH PINELLAS

THIS AGREEMENT, made and entered into this 9th day of August, 2023 , by and between the STATE OF

FLORIDA DEPARTMENT OF TRANSPORTATION, hereinafter called the DEPARTMENT, and CSX TRANSPORTATION INC, a corporation organized and existing under the laws of VIRGINIA,with its principal place of business in the City of

JACKSONVILLE, County of DUVAL, State of FLORIDA, hereinafter called the COM

PANY; and PINELLAS, County, a political subdivision of the State of Florida, acting by and through its Board of County Commissioners, hereinafter called the COUNTY.

WITNESSETH:

WHEREAS, the DEPARTMENT is constructing, reconstructing or otherwise changing a portion of the Public Road System, designated by the Financial Project ID 452084-1-57-01, on 46th Avenue North, which crosses at grade the right of way and tracks of the COMPANY'S Milepost 894.46, FDOT/AAR Crossing Number 626693F, at or near St.

Petersburg, as shown on DEPARTMENT'S Plan Sheet No. 1-2, attached hereto as a part hereof; and

NOW, THEREFORE, in consideration of the mutual undertakings as herein set forth, the parties hereto agree as follows:

1. The COMPANY shall furnish the necessary materials and install Automatic Grade Crossing Signals

Type II Class III which includes Cantilever, Flashing Lights and Gates at said location on an actual cost basis, and in accordance with (1) the attached detailed statement of the work, plans, and specifications; and (2) the Standard Plans

Index 509-070 and 711-001, and the FDOT Design Manual (FDM), as amended by the Freight and Multimodal

Operations Bulletin 21.01, dated February 12, 2021, which is attached hereto and by reference made a part hereof.

2. After installation of said signals is completed, fifty (50%) percent of the expense thereof in maintaining the same shall be borne by the COUNTY and fifty (50%) percent shall be borne by the COMPANY, as enumerated by the Schedule of Annual Cost of Automatic Highway Grade Crossing Devices attached hereto and by this reference made a part hereof and subject to future revision.

3. After said signals have been installed and found to be in satisfactory working order by the parties hereto, the same shall be immediately put into service, operated and maintained by the COMPANY so long as said

COMPANY or its successors or assigns shall operate the said signals at said grade crossing; or until it is agreed between the parties hereto that the signals are no longer necessary or until the said crossing is abandoned; or legal requirements occur which shall cease operation of signals thereat. The COMPANY agrees that any future relocation or adjustment of said signals shall be performed by the COMPANY, but at the expense of the party initiating such relocation. Upon relocation the maintenance responsibilities shall be in accordance with the provisions of this agreement. It is further agreed that the cost of maintaining any additional or replacement signal equipment at the same location will be shared as provided under Paragraph 2. above.

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4. Unless otherwise agreed upon herein, the COUNTY agrees to ensure that at the crossing the advancewarning signs and railroad crossing pavement markings will conform to the U.S. Department of Transportation

Manual on Uniform Traffic Control Devices within 30 days of notification that the railroad signal improvements have been completed and that such signs and pavement markings will be continually maintained at an acceptable level.

5. The COMPANY hereby agrees to install and/or adjust the necessary parts of its facilities along said road in accordance with the provisions set forth in the:

(a) DEPARTMENT Procedure No. 725-080-002 Appendix D.4, and Rule 14.57.011 "Public Railroad-Highway Grade Crossing Costs", Florida Administrative Code.

(b) Federal Highway Administration Federal-Aid Policy Guide, 23 C.F.R. Subchapter G, Part 646, Subpart B, and 23 C.F.R., Subchapter B, Part 140, Subpart I, and any supplements thereto or revisions thereof, which, by reference hereto, are made a part hereof. The COMPANY further agrees to do all of such work, with its own forces or by a contractor paid under a contract let by the COMPANY, all under the supervision and approval of the DEPARTMENT and the Federal Highway Administration, when applicable.

6. The DEPARTMENT hereby agrees to reimburse the COMPANY for all costs incurred by it in the installation and/or adjustment of said facilities, in accordance with the provisions of Procedure No. 725-080-002 Appendix

D-4 "Billing Requirements," and any supplements thereto or revisions thereof. It is understood and agreed by and between the parties hereto that preliminary engineering costs not incorporated within this agreement shall not be subject to payment by the DEPARTMENT.

7. Attached hereto, and by this reference made a part hereof, are plans and specifications of the work to be performed by the COMPANY pursuant to the terms hereof, and an itemized estimate of the cost thereof in the amount of $424,440.00. All work performed by the COMPANY pursuant hereto, shall be performed according to these plans and specifications as approved by the DEPARTMENT and the Federal Highway Administration if federal aid participating; and all subsequent plan changes shall likewise be approved by the DEPARTMENT and the Federal

Highway Administration, when applicable.

8. All labor, services, materials, and equipment furnished by the COMPANY in carrying out the work to be performed hereunder shall be billed by the COMPANY direct to the DEPARTMENT. Separate records as to the costs of contract bid items and force account items performed for the COMPANY shall also be furnished by the COMPANY to the

DEPARTMENT.

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9. The COMPANY has determined that the method to be used in developing the relocation or installation cost shall be as specified for the method checked and described hereafter:

(a) Actual and related indirect costs accumulated in accordance with a work order accounting procedure prescribed by the applicable Federal or State regulatory body.

(b) Actual related indirect costs accumulated in accordance with an established accounting procedure developed by the COMPANY and approved by the DEPARTMENT.

(c) An agreed lump sum $ , as supported by a detail analysis of estimated cost attached hereto.

(NOTE: This method is not applicable where the estimated cost of the proposed adjustment exceeds

$100,000.)

10. The installation and/or adjustment of the COMPANY'S facility as planned will will not involve additional work over and above the minimum reimbursable requirements of the DEPARTMENT. (If upgrading and/or nonreimbursable work is involved at the option of the COMPANY, then credit against the cost of the project is required and will be governed by the method checked and described hereafter):

(a) % will be applied to the final billing of work actually accomplished to determine required credit for (betterment) and/or (expired service life) and/or (nonreimbursable segments).

(b) All work involving nonreimbursable segments will be performed by special COMPANY work or job order number apart and separate from the reimbursable portion of the work; such work or job order number to be . The COMPANY further agrees to clearly identify such additional work areas in the

COMPANY'S plans and estimates for the total work covered by this Agreement.

(c) $ credited for betterment expired service life nonreimbursable segments in accord with Article 9.(c) hereinabove.

11. It is specifically agreed by and between the DEPARTMENT and the COMPANY that the DEPARTMENT shall receive fair and adequate credit for any salvage which shall accrue to the COMPANY as a result of the above installation and/or adjustment work.

12. It is further agreed that the cost of all improvements made during this adjustment work shall be borne by the COMPANY, subject only to the DEPARTMENT bearing such portion of this cost as represents the cost of adjustment of previously existing facility, less salvage credit as set forth in the immediately preceding paragraph.

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13. Upon completion of the work the COMPANY shall, within one hundred eighty (180) days, furnish the

DEPARTMENT with two (2) copies of its final and complete billing of all costs incurred in connection with the work performed hereunder, such statement to follow as closely as possible the order of the items contained in the estimate attached hereto. The totals for labor, overhead, travel expense, transportation, equipment, material and supplies, handling costs and other services shall be shown in such a manner as will permit ready comparison with the approved plans and estimates. Materials shall be itemized where they represent major components of cost in the relocation following the pattern set out in the approved estimate as closely as is possible. Salvage credits from recovered and replaced permanent and recovered temporary materials shall be reported in said bills in relative position with the charge for the replacement or the original charge for temporary use.

The final billing shall show the description and site of the Project; the date on which the first work was performed, or, if preliminary engineering or right-of-way items are involved, the date on which the earliest item of billed expense was incurred; the date on which the last work was performed or the last item of billed expense was incurred; and the location where the records and accounts billed can be audited. Adequate reference shall be made in the billing to the

COMPANY'S records, accounts and other relevant documents. All cost records and accounts shall be subject to audit by a representative of the DEPARTMENT. Upon receipt of invoices, prepared in accordance with the provisions of the above indicated Reimbursement Policy, the DEPARTMENT agrees to reimburse the COMPANY in the amount of such actual costs as approved by the DEPARTMENT'S auditor.

14. Payment shall be made only after receipt and approval of goods and services unless advance payments are authorized by the DEPARTMENT's Comptroller under Section 334.044(29), F.S., or by the Department of Financial Services under Section 215.422(14), Florida Statutes (F.S.).

15. In accordance with Section 287.058, Florida Statutes, the following provisions are in this Agreement:

If this Contract involves units of deliverables, then such units must be received and accepted in writing by the Contract

Manager prior to payments. Bills for fees or other compensation for services or expenses shall be submitted in detail sufficient for a proper preaudit and postaudit thereof.

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16. Bills for travel expenses specifically authorized in this agreement shall be submitted and paid in accordance with DEPARTMENT Rule 14-57.011 "Public Railroad-Highway Grade Crossing Costs" and the Federal Highway

Administration Federal-Aid Policy Guide, Subchapter B, Part 140, Subpart I "Reimbursement for Railroad Work."

17. In accordance with Section 215.422, Florida Statutes, the following provisions are in this Agreement:

Contractors providing goods and services to the Department should be aware of the following time frames. Upon receipt, the Department has five (5) working days to inspect and approve the goods and services, unless the Agreement specifies otherwise. The Department has 20 days to deliver a request for payment (voucher) to the Department of

Financial Services. The 20 days are measured from the latter of the date the invoice is received or the goods or services are received, inspected and approved.

If a payment is not available within 40 days, a separate interest penalty at a rate as established pursuant to

Section 215.422(3)(b), Florida Statutes, will be due and payable, in addition to the invoice amount, to the Contractor.

Interest penalties of less than one (1) dollar will not be enforced unless the Contractor requests payment. Invoices which have to be returned to a Contractor because of Contractor preparation errors will result in a delay in the payment. The invoice payment requirements do not start until a properly completed invoice is provided to the Department.

A Vendor Ombudsman has been established within the Department of Financial Services. The duties of this individual include acting as an advocate for contractors/vendors who may be experiencing problems in obtaining timely payment(s) from a state agency. The Vendor Ombudsman may be contacted at (850) 413-5516 or by calling the Division of

Consumer Services at 1-877-693-5236.

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18. In the event this contract is for services in excess of TWENTY FIVE THOUSAND DOLLARS

($25,000.00) and a term for a period of more than one year, the provisions of Section 339.135(6)(a), Florida Statutes, are hereby incorporated:

The Department, during any fiscal year, shall not expend money, incur any liability, or enter into any contract which, by its terms, involves the expenditure of money in excess of the amounts budgeted as available for expenditure during such fiscal year. Any contract, verbal or written, made in violation of this subsection is null and void, and no money may be paid on such contract.

The Department shall require a statement from the Comptroller of the Department that such funds are available prior to entering into any such contract or other binding commitment of funds.

Nothing herein contained shall prevent the making of contracts for periods exceeding one year, but any contract so made shall be executory only for the value of the services to be rendered or agreed to be paid for in succeeding fiscal years; and this paragraph shall be incorporated verbatim in all contracts of the Department which are for an amount in excess of TWENTY FIVE THOUSAND DOLLARS ($25,000.00) and which have a term for a period of more than one year.

19. In accordance with Section 287.133 (2)(a), Florida Statutes, the following provisions are included in this Agreement:

A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity in excess of the threshold amount provided in s.287.017 for CATEGORY TWO for a period of 36 months following the date of being placed on the convicted vendor list.

20. In accordance with Section 287.134(2)(a), Florida Statutes, the following provisions are included in this

Agreement:

An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid, proposal, or reply on a contract to provide any goods or services to a public entity; may not submit a bid, proposal, or reply on a contract with a public entity for the construction or repair of a public building or public work; may not submit bids, proposals, or replies on leases of real property to a public entity; may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity; and may not transact business with any public entity.

21. In accordance with Section 287.0582, Florida Statutes, the following provision is included in this

Agreement:

The Department's obligation to pay under this contract is contingent upon an annual appropriation by the Florida Legislature.

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eligibility of all new employees hired by the COMPANY during the term of the contract; and

2. expressly require any subcontractors performing work or providing services pursuant to the state contract to likewise 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.

3. use steel and iron manufactured in the United States, in accordance with the Buy America provisions of 23 CFR 635.410, as amended. Ensure that all manufacturing processes for this material occur in the

United States. As used in this specification, a manufacturing process is any process that modifies the chemical content, physical shape or size, or final finish of a product, beginning with the initial melting and continuing through the final shaping and coating. If a steel or iron product is taken outside the United States for any manufacturing process, it becomes foreign source material. When using steel or iron materials as a component of any manufactured product (e.g., concrete pipe, prestressed beams, corrugated steel pipe, etc.), these same provisions apply. Foreign steel and iron may be used when the total actual cost of such foreign materials does not exceed 0.1% of the total

Contract amount or $2,500, whichever is greater. These requirements are applicable to all steel and iron materials incorporated into the finished work but are not applicable to steel and iron items that the COMPANY uses but does not incorporate into the finished work. Submit a certification from the manufacturer of steel or iron, or any product containing steel or iron, stating that all steel or iron furnished or incorporated into the furnished product was produced and manufactured in the United States or a statement that the product was produced within the United States except for minimal quantities of foreign steel and iron valued at $ (actual cost). Submit each such certification to the

Engineer prior to incorporating the material or product into the project. Prior to the use of foreign steel or iron materials on a project, submit invoices to document the actual cost of such material, and obtain the Engineer's written approval prior to incorporating the material into the project; and

4. comply with all the requirements imposed by Title VI of the Civil Rights Act of 1964, the regulations of the U.S. Department of Transportation issued thereunder, and the assurance by the COMPANY pursuant thereto. The COMPANY shall include the attached Title VI / Nondiscrimination Assurance in all contracts with consultants and contractors performing work on the Project that ensure compliance with Title VI of the Civil

Rights Act of 1964, 49 C.F.R. Part 21, and related statutes and regulations.

22. The COMPANY shall:

1. utilize the U.S. Department of Homeland Security's E-Verify System to verify the employment

ACCT. CODE : 709 - FL2922 Form Revision 12/22/21

ESTIMATE SUBJECT TO REVISION AFTER: 8/23/2023 DOT NO.: 626693F

CITY: COUNTY: Pinellas STATE: FL

ZONE: Florida SUB-DIV: Clearwater MILE POST: ARE 894.46 AGENCY PROJECT NUMBER: Pinellas County, Florida Board of County Commissioners

PRELIMINARY ENGINEERING:

212 Contracted & Administrative Engineering Services 9,000$

Subtotal 9,000$

CONSTRUCTION ENGINEERING/INSPECTION:

212 Contracted & Administrative Engineering Services 6,500$

Subtotal 6,500$

FLAGGING SERVICE: (Contract Labor) 70 Labor (Conductor-Flagman) 0 Days @ 350.00$ -$ 50 Labor (Foreman/Inspector) 0 Days @ 504.00$ -$ 70 Additive 137.00% (Transportation Department) -$

50 Additive 160.00% (Engineering Department) -$

Subtotal -$

SIGNAL & COMMUNICATIONS WORK: 310,992$

TRACK WORK: -$

PROJECT SUBTOTAL: 326,492$

900 CONTINGENCIES: 30.00% 97,948$

PROJECT TOTAL: ***************************************************** 424,440$

CURRENT AUTHORIZED BUDGET: ***************************************************** -$

TOTAL SUPPLEMENT REQUESTED: ***************************************************** 424,440$

DIVISION OF COST:

Agency 100.00% 424,440$

Railroad 0.00% -$

NOTE: Estimate is based on FULL CROSSING CLOSURE during work by Railroad Forces.

Office of Chief Engineer Public Projects--Jacksonville, Florida

C Powell Approved by: KSW CSXT Public Project Group

DATE: 08/23/22 REVISED: 01/00/00 DATE: 09/26/22

St. Petersburg DESCRIPTION: 46th Avenue North - Installation of (2) cantilever / gate combo units, meter service, 6x6 house and train detection.

Estimated prepared by:

This estimate has been prepared based on site conditions, anticipated work duration periods, material prices, labor rates, manpower and resource availability, and other factors known as of the date prepared. The actual cost for CSXT work may differ based upon the agency's requirements, their contractor's work procedures, and/or other conditions that become apparent once construction commences or during the progress of the work

KNPBAGD

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KNPBAGD

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Page of

Crossing No: 626693F Roadway: 46TH AVE N RR Street: District: 7 County: Pinellas

PUBLIC HWY

Rank 2018: 1680 SR No.: RR Company:

Rank 2017: 1690 CR No.: Division Name: Team Members:

Rank 2016:

US No.: Subdivision Name: CLEARWATER

Latitude: 27.813800 Branch Name: ARE 372

Longitude: -82.680000 RR Milepost: 894.46 Field Review Comments:

Team Recommendations:

Highway Speed: 30 D Train Speed Range: 10-10 u

Crossing Angle: 30-59 DEG D Max Time Table Speed: 10 D MDT: 6000 (2020) D Day Thru/Switch: I D Percent Trucks: 6 (2020) D Night Thru/Switch: I D School Buses: 9 (2021) D Train Service: Freight D Street Types: Two-Way Street D Passenger Count/Day: 0

D D Thru Lanes: 2 Train Count Date: 03/31/2011 D

Aux Lanes: D 0 Main Tracks: 1 D YES D Hazmat Route? Other Tracks: D

Emergency Services Route? YES D D D Emergency Notification Signs: YES Train Signals? NO D

Crossbuck(4x4 post): D Train Signal Proximity: 0 NO D

D Train Detection: Motion Detection Crossbuck Sign: 4 D Stop Sign: 0 D Event Recorder? N D Yield Sign: 0 D Number of Bells: 2 D Low Ground Clearance Signs: 0 D Post Mounted Flashing Lights: 1 D Exempt Signs: D Backlights, Incandescent D Trespass Signs: NO D Roadway Gate Count: 0 D

W10-1 1 R10-6a 0 W8-1 0 Pedestrian Gate Count: 0 D W10-2 0 R11-2 0 W10-8 0 Gates: D W10-3 0 R15-2P 0 W10-9 0 Cantilevered Flashing Over Traffic: 2 D W10-4 0 R15-6 0 W10-9P 0 Incandescent D

W10-11 0 R15-6a 0 W10-11a 0 Cantilevered Flashing Not Over Traffic: 0 D Intersecting Roadway? YES D W10-12 0 R15-7 0 W10-11b 0

R3-1a 0 R15-7a 0 W10-13P 0 Signalized? NO D

R3-2a 0 R15-8 0 W10-14P 0 Interconnection: Not Interconnected D

R8-8 0 Pvt Crossing 0 W10-14aP 0 Traffic Signals Controlling? D

R8-9 0 Look Out 0 W10-15P 0 Preemption: D

R8-10 0 R8-8 w/Beacon 0 Slow 0 Does traffic queue across the tracks? NO D

NO D R8-10a 0 W3-1 W10-1w/Beacon 0 Traffic Pre-Signals?

D R10-6 0 W3-3 LED Signs

8" Count: 0

D Surface Installment Date: D

12" Count: 9

D Surface Type: ASPHALT AND TIMBER D

LED Count: 0

D D

Install - Upgrade: -- 01/01/1980 Pvmt Mrk:

D

EXCELLENT D

Maintenance Responsibility: COUNTY Surface Condition:

Approach: A= Smooth D Roadway Paved: YES D

Vehicle Reaction: A = No reaction D Tracks run down street? NO D

Driver Reaction: A = No reaction D Sidewalks on Crossing Approach? NO D

Rail/Pad Movement: A= Smooth D Sidewalks Thru Crossing? N/A D

D Incident History:

Crossing illuminated? NO

Commerical Power? YES D NO D Alternative Power?

David Grillo - FDOT D7

Jeffrey Horning - FDOT D7

Scott Willis - CSX

Kelli Phillips - FDOT CO

Bryan Shelamadine - FDOT CO

At Grade Commercial City: St Petersburg Near City Open - Track Active

Date: 12/19/2022 Jacksonville

CSX

City wants to let a sidewalk project at the same time as this one

Full Upgrade: 2 Gates, 2 Cantilevers, 2 Flashing Lights LED, Cabinet, Cable Train Detection th

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COUNTY RESOLUTION

GRADE CROSSING TRAFFIC CONTROL DEVICES AND FUTURE RESPONSIBILITY

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FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

452084-1-57-01 46TH AVENUE NORTH PINELLAS

A RESOLUTION AUTHORIZING EXECUTION OF A RAILROAD REIMBURSEMENT AGREEMENT FOR THE

INSTALLATION OF GRADE CROSSING TRAFFIC CONTROL DEVICES, AND FUTURE MAINTENANCE AND

ADJUSTMENT OF SAID DEVICES; PROVIDING FOR THE EXPENDITURE OF FUNDS; AND PROVIDING WHEN THIS

RESOLUTION SHALL TAKE EFFECT.

RESOLUTION NO.

ON MOTION OF Commissioner , seconded by Commissioner , the following RESOLUTION was adopted:

WHEREAS, the State of Florida Department of Transportation is constructing, reconstructing or otherwise changing a portion of the Public Road System, on 46th Avenue North, which shall call for the installation and maintenance of railroad grade crossing traffic control devices for railroad grade crossing over or near said highway; and

NOW, THEREFORE, BE IT RESOLVED BY THE COUNTY COMMISSION OF PINELLAS COUNTY, FLORIDA;

That Pinellas County enter into a RAILROAD REIMBURSEMENT AGREEMENT with the State of Florida

Department of Transportation and the CSX Transportation Company for the installation and maintenance of certain grade crossing traffic control devices designated as Financial Project Number 452084-1-57-01 on 46th Avenue North, which crosses the right of way and tracks of the Company at FDOT/AAR Crossing No. 626693F located near St. Petersburg, Florida; and

That the County assume it's share of the costs for future maintenance and adjustment of said grade crossing traffic control devices as designated in the RAILROAD REIMBURSEMENT AGREEMENT; and

That the Chairman and Clerk of the Board of Commissioners be authorized to enter into such agreements with the State of Florida Department of Transportation and the CSX Transportation Company as herein described;

and

That this RESOLUTION shall take effect immediately upon adoption.

INTRODUCED AND PASSED by the Board of County Commissioners of Pinellas County, Florida, in regular session this , day of , .

Chairman of the Board of County Commissioners

Clerk of the Board of County Commissioners

(SEAL)

D723 007 B 15000-4090

23-59

Flowers Scott

1st August 2023

AYES: Long, Eggers, Flowers, Justice, Latvala, and Scott.

NAYS: None.

ABSENT AND NOT VOTING: Peters.

ATTEST:

RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES

ANNUAL MAINTENANCE COSTS

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FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER

452084-1-57-01 46TH AVENUE NORTH PINELLAS D723 007 B

COMPANY NAME: CSX TRANSPORTATION INC.

A. FDOT/AAR XING NO.: 626693F RR MILE POST TIE:ARE 894.46

B. TYPE SIGNALS PROPOSED: TYPE II CLASS: III DOT INDEX: 509-070-1

SCHEDULE OF ANNUAL COST OF AUTOMATIC

HIGHWAY GRADE CROSSING TRAFFIC CONTROL DEVICES

Annual Maintenance Cost Exclusive of Installation

CLASS DESCRIPTION COST*

I 2-Quadrant Flashing Lights with One Track $2,608.00

II 2-Quadrant Flashing Lights with Multiple Tracks $3,451.00

III 2-Quadrant Flashing Lights and Gates with One Track $3,934.00

IV 2-Quadrant Flashing Lights and Gates with Multiple Tracks $4,940.00

V 3 or 4-Quadrant Flashing Lights and Gates with One Track $7,777.00

VI 3 or 4-Quadrant Flashing Lights and Gates with Multiple Tracks $9,759.00

AUTHORITY: FLORIDA ADMINISTRATIVE RULE 14-57.011

Public Railroad-Highway Grade Crossing Costs

EFFECTIVE DATE: July 22, 1982

GENERAL AUTHORITY: 334.044, F.S.

SPECIFIC LAW IMPLEMENTED: 335.141, F.S.

*This schedule will become effective July 1, 2021 and will be reviewed every 5 years and revised as appropriate based on the Consumer Price Index for all Urban Consumers published by the U.S. Department of Labor.

15000-4090

Florida Department of Transportation

RON DESANTIS

GOVERNOR

605 Suwannee Street

Tallahassee, FL 32399-0450

KEVIN J. THIBAULT, P.E.

SECRETARY

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

OFFICE OF DESIGN BULLETIN 21-02

TRAFFIC ENGINEERING AND OPERATIONS BULLETIN 21-01

FREIGHT AND MULTIMODAL OPERATIONS BULLETIN 21-01

DATE: February 12, 2021

TO: District Directors of Transportation Operations, District Directors of Transportation

Development, District Design Engineers, District Construction Engineers, District

Structures Design Engineers, District Maintenance Engineers, District Consultant

Project Management Engineers, District Roadway Design Engineers, District

Traffic Operations Engineers, Program Management Engineers, District Materials

Engineers, District Specifications Engineers, District Estimates Engineers, District

Rail Administrators and Coordinators, District Safety Engineers, District Modal

Administrators, District Intermodal Systems Development Administrators

FROM: Tim Lattner, P.E., Director, Office of Design

Trey Tillander, P.E., Director, Traffic Engineering and Operations Office

Rickey Fitzgerald, Manager, Freight and Multimodal Operations

COPIES: Courtney Drummond, Brad Thoburn, Will Watts, Dan Hurtado, Rudy Powell, Michael Shepard, Stefanie Maxwell, Scott Arnold, Paul Hiers, Vern Danforth, Daniel Strickland, Robert Robertson, Lora Hollingsworth, Gevin McDaniel, Kevin

Burgess (FHWA), Chad Thompson (FHWA), Bren George (FHWA)

SUBJECT: Railroad At-Grade Crossings: Signing and Pavement Markings

This Bulletin introduces revisions to the FDOT Design Manual (FDM) and the FDOT Standard Plans for Road and Bridge Construction (Standard Plans) to further enhance safety at highway-railroad at-grade crossings.

REQUIREMENTS

1. Delete FDM 220.2.1.1 and replace it with Attachment ‘A’.

2. Standard Plans, Index 509-070 (Railroad Grade Crossing Traffic Control Devices) has been updated to remove signing and pavement marking details and is released as an Interim Revision

(IR509-070-1) to the FY 2020-21 Standard Plans. See Attachment ‘B’. An Interim Revision

Office of Design Bulletin 21-02

Traffic Engineering and Operations Bulletin 21-01

Freight and Multimodal Operations Bulletin 21-01

Railroad At-Grade Crossings: Signing and Pavement Markings

Improve Safety, Enhance Mobility, Inspire Innovation www.fdot.gov will also replace the original version of the Index published on October 30, 2020 with the FY 2021-

22 Standard Plans.

3. Standard Plans, Index 711-001 (Pavement Markings) has been updated to include a ‘Railroad

Dynamic Envelope (RDE) Pavement Marking Detail’ and ‘Railroad Crossing Pavement Message’ details. This update is released as an Interim Revision (IR711-001-1) to the FY 2020-21 Standard

Plans. See Attachment ‘C’. An Interim Revision will also replace the original version of the Index published on October 30, 2020 with the FY 2021-22 Standard Plans.

IMPLEMENTATION

These requirements are effective immediately for all projects where the Railroad Dynamic Envelope

Safety Countermeasures (per Traffic Engineering and Operations Bulletin 20-01, Roadway Design

Bulletin 20-02, Program Management Bulletin 20-01, Construction Bulletin 20-02, and Freight and

Multimodal Operations Bulletin 20-01) have not been installed. For projects where Railroad Dynamic

Envelope Safety Countermeasures have already been installed, this new criteria may be used if the

District determines that it will enhance the safety of the railroad crossing.

CONTACT

Gevin McDaniel, P.E.

Roadway Design Criteria Administrator gevin.mcdaniel@dot.state.fl.us

TL/TT/RF/gjm

Attachment ‘A’

Topic #625-000-002 FDOT Design Manual

220-Railroads

220.2.1.1 Signing and Pavement Markings

Exhibits 220-1 through 220-4 provide typical signing and pavement markings for Active Grade Crossings. Refer to the MUTCD for definitions and signing and pavement markings at Passive Grade Crossings.

Do not place turning movement lane-use pavement markings on the upstream approach between the railroad crossing pavement message and the tracks.

Where intersections occur between the W10-1 sign shown in Exhibits 220-1 through

220-4 and the tracks, place an additional W10-1 sign between the intersection and the railroad gate.

Include Railroad Dynamic Envelope (RDE) pavement markings at Active and Passive

Grade Crossings on:

State Roads, State-owned rails, and

State-owned property.

Any Variations to not install an RDE are to be approved by the Chief Engineer.

The determination of slightly or significantly skewed is at the discretion of the EOR.

Detail RDE pavement markings in the Plans in accordance with Standard Plans, Index

711-001 and the details shown in Exhibits 220-1 through 220-4. Ensure the details in the plans include the following:

(1) Orient RDE pavement markings:

(a) In the direction of the travel lanes at all approaches upstream of the crossing (i.e., transverse to the travel lanes).

i. For slightly skewed railroads extend the RDE markings transverse across all lanes, as shown in Exhibits 220-2 and 220-3.

ii. For significantly skewed railroads, step the RDE markings transverse across each lane, as shown in Exhibit 220-4.

(b) Along the railroad (i.e., parallel to the railroad tracks) for areas between tracks and downstream of the crossing.

(c) To maximize the visibility of the RDE pattern for both the upstream and downstream sides of the track. Locate markings in a manner to ensure the “X” pattern is identifiable to the motorists and bicyclists and centered in the lanes to the extent practicable.

(2) Place RDE markings through the foul area as shown in Exhibits 220-3 and 220-

4. If the railroad owner will not allow the RDE markings through the foul area, or the substrate material will not provide an appropriate bonding surface for the markings, keep the RDE markings outside of the railroad’s foul area as shown in Exhibits 220-1 and 220-2.

(3) Replace all skip lane lines with solid lines for the following distance: From stop bar to stop bar of each approach, then upstream and downstream for a Distance “A” plus 15 feet. For Distance “A”, see table in Exhibit 220-1.

(4) Continue solid longitudinal edge line, lane line, and centerline markings through the RDE pattern, maintaining a 9-inch clear space between the RDE pattern and the longitudinal lane lines or gore areas.

(5) Refurbish all existing longitudinal lane lines, edge lines, and centerlines to remain in-place for the following minimum distance: From stop bar to stop bar of each approach, then upstream and downstream for a Distance “A” plus 15 feet. For Distance “A”, see table in Exhibit 220-1.

(6) Place RPMs at 10’ maximum on center for the following distance: From stop bar to stop bar of each approach excluding the foul area, then upstream and downstream for a Distance “A” plus 15 feet. For Distance “A”, see table in Exhibit

220-1.

(7) For conditions where multiple tracks are configured non-parallel to each other, maintain the typical RDE pattern and fill the gap between the tracks, as necessary.

(8) RDE markings must not interfere with any pedestrian crosswalk.

Consider the following additional provisions for Active and Passive Grade Crossings:

For significantly skewed angles, corridor highway lighting for the following minimum distance: From stop bar to stop bar of each approach, then upstream and downstream for a Distance “A” plus 15 feet. For Distance “A”, see table in Exhibit 220-1.

For significantly skewed angles, curves, and intersections directly adjacent to crossings, consider using additional channelization techniques for the roadway alignment. Some channelization techniques include Internally Illuminated RPMs and Tubular Markers. When crest vertical curves impede the visibility of RPMs, Tubular Markers should be used. Consider excluding downstream RDE pattern when traffic queuing is not expected.

Consider the use of through lane-use arrows. For turn lanes, a route shield may be used in conjunction with the through lane-use arrow.

Remove all existing traffic control signs and pavement markings (e.g., turning signs and turning arrow lane-use pavement markings) from the upstream approach that may lead to driver confusion on the correct turning point for downstream turning movements.

For pavement marking material selection, see FDM 230.

For side roads with Active and Passive Grade Crossings within 100 feet of the edge of traveled way, include W10-2, W10-3 or W10-4 signs on the mainline state road in accordance with the MUTCD.

Attachment ‘B’

Attachment ‘C’