CN-550000-ASL15-W0010000.pdf

RON DESANTIS

GOVERNOR

Florida Department of Transportation 801 N. Broadway Avenue

Bartow, FL 33830

KEVIN J. THIBAULT,

P.E. SECRETARY

March 24, 2021

Karen Kuivinen Florida Midland Railroad P.O. Box 967 Plymouth, Florida 32768

NOTICE TO PROCEED

RE: FM No: 446690-1-57-01 RRMP No.: AVC 843.59

RR Crossing No.: 625472A County: Polk Description: Lincoln Ave.

Karen, Attached is one (1) fully executed Grade Crossing Traffic Control Devices agreement. The proposed work in the amount of $209,890.00 is described as:

PE, new cabinet with train detection, FL&G’s with LED’s, bells, 1 pedestrian gate, cable at Crossing No. 625472A, RRMP AVC 843.59, Lincoln Ave., Polk County, Florida. To include all other Railroad work deemed necessary for this project.

Your cooperation in promptly executing and returning this agreement is appreciated. If you have any further questions, feel free to contact this office at (863) 519-2437.

Sincerely, Barb Daugherty GEC Rail Project Manager HNTB Corporation on behalf of Florida Dept. of Transportation

BWD: bwd

Cc. Central Office MS 1-25 Project File www.fdot.gov http://www.fdot.gov/ maintaining the same shall be borne by the CITY and percent shall be borne by the COMPANY, RAILROAD REIMBURSEMENT AGREEMENT

GRADE CROSSING TRAFFIC CONTROL DEVICES - MUNICIPAL

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

WITNESSETH:

WHEREAS, the DEPARTMENT is constructing, reconstructing or otherwise changing a portion of the Public Road

System, designated by the Financial Project ID , , which crosses at grade the right of way andon

,tracks of the COMPANY'S Milepost ,FDOT/AAR Crossing Number , at or near

, attached hereto as a part hereof; andas shown on DEPARTMENT'S Plan Sheet No.

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 and/or other traffic control devices at said location on an actual cost basisClassType and in accordance with (1) the attached detailed statement of the work, plans, and specifications; and (2) the

DEPARTMENT'S Standard Plans, Index 509-070 attached hereto and made a part hereof.

2. After installation of said signals is completed, percent of the expense thereof in as enumerated by the Scheduleof 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

FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER shall cease operation of signals thereat.

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THIS AGREEMENT, made and entered into this day of , , by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, hereinafter called the

DEPARTMENT, and , a corporation organized and existing under the laws of , with its principal place of business in the City of , County of , State of , hereinafter called the COMPANY; and the City of , a municipal corporation, hereinafter called the CITY.

44669015701 Lincoln Avenue POLK 3(16512-SIGB) D120-070B

Florida Midland Railroad, Inc

Florida

Plymouth Orange

Florida Lake Wales

44669015701

Lincoln Avenue

AVC 843.59

624610H Lincoln Avenue

Index # 509-070

III III

fifty (50%) fifty (50%)

�DocuSign Envelope ID: 9EB38587-A433-41B8-B4BB-2B662BD6CF0C

3/12/2021 | 2:28 PM EST

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.

4. Unless otherwise agreed upon herein, the CITY agrees to ensure that at the crossing the advance warning 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 $ . 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

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209,890.00

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 and 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 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

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.

nonreimbursable segments in accord with Article 9.(c) hereinabove.

expired service lifebetterment will notwill

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contract bid items and force account items performed for the COMPANY shall also be furnished by the COMPANY to the

DEPARTMENT.

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

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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of Financial Services under Section 215.422(14), Florida Statutes (F.S.).

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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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."

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:

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 section is contingent upon an annual appropriation by the Florida Legislature.

22. The COMPANY covenants and agrees that it will indemnify and hold harmless the DEPARTMENT and all of the DEPARTMENT'S officers, agents, and employees from any claim, loss, damage, cost charge, or expense arising out of any act, action, neglect, omission or delay by the COMPANY during the performance of the contract, RAIL

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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.

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

725-090-27

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24. It is understood and agreed by the parties to this Agreement that if any part, term, or provision of this

Agreement is held illegal by the courts or in conflict with any law of the State of Florida, the validity of the remaining portions or provisions shall not be affected, and the rights and obligations of the parties shall be construed and enforced as if the Agreement did not contain the particular part, term, or provision held to be invalid.

25. Any questions or matters arising under this Agreement as to validity, construction, enforcement, performance, or otherwise, shall be determined in accordance with the laws of the State of Florida. Venue for any action arising out of or in any way related to this Agreement shall lie exclusively in a state court of appropriate jurisdiction in Leon

County, Florida.

26. The parties agree to bear their own attorney's fees and costs with respect to this Agreement.

27. The parties agree that this Agreement is binding on the parties, their heirs-at-law, and their assigns and successors in interest as evidenced by their signatures and lawful executions below.

28. A modification or waiver of any of the provisions of this Agreement shall be effective only if made in writing and executed with the same formality as this Agreement.

expressly require any subcontractors performing work or providing services pursuant to the state eligibility of all new employees hired by the subcontractor during the contract term.

whether direct or indirect, and whether to any person or property to which the DEPARTMENTor said parties may be subject, except that neither the COMPANY nor any of its sub-contractors will be liable under this section for damages arising out of injury or damage to persons or property directly caused or resulting from the sole negligence of the

DEPARTMENT or any of its officers, agents, or employees.

1.

2.

utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment contract to likewise utilize the U.S. Department of Homeland Security's E-Verify system to verify the employment

23. COMPANY shall:

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

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725-090-27

IN WITNESS WHEREOF, the parties hereto have caused these presents to be executed by their duly authorized officers, the day and year first above written.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

BY:

COMPANY:

BY:

, FLORIDACITY OF

BY:

)(TITLE:

)(TITLE:

Legal Review Approved as to Funds Available

Approved as to FAPG Requirements

BY:BY: BY:

Comptroller - DOT Date FHWAAttorney - DOT Date Date

)(TITLE:

Director of Transportation Development

Florida Midland Railroad

Lake Wales

1/27/2021 N/A

Mayor

DocuSign Envelope ID: 9EB38587-A433-41B8-B4BB-2B662BD6CF0C

3/12/2021 | 9:08 AM EST

Digitally signed by Jennifer Nanek DN: cn=Jennifer Nanek, o=City of Lake Wales, ou=City Clerk, email=jnanek@lakewalesfl.gov, c=US Date: 2021.03.03 16:02:15 -05'00'

DocuSign Envelope ID: 9EB38587-A433-41B8-B4BB-2B662BD6CF0C

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES

ANNUAL MAINTENANCE COSTS

COMPANY NAME:

RR MILE POST TIE:A. FDOT/AAR XING NO.:

B. TYPE SIGNALS PROPOSED CLASS DOT INDEX:

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 $2,386.00

II 2-Quadrant Flashing Lights with Multiple Tracks $3,158.00

III 2-Quadrant Flashing Lights and Gates with One Track $3,600.00

IV 2-Quadrant Flashing Lights and Gates with Multiple Tracks $4,520.00

FLORIDA ADMINISTRATIVE RULE 14-57.011

Public Railroad-Highway Grade Crossing Costs

AUTHORITY:

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, 2016 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.

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

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$7,116.003 or 4-Quadrant Flashing Lights and Gates with One TrackV

$8,930.003 or 4-Quadrant Flashing Lights and Gates with Multiple TracksVI

44669015701 Lincoln Avenue POLK 3 (16512-SIGB) D120-070B

Florida Midland Railroad, Inc.

625472A AVC 843.59

III III 509-070

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASL15

1/27/2021

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER ON 1/27/2021

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55012020129

Expansion Option: A9

Object Code: 563000

Amount: $209,890.00

Financial Project: 44669015701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2021

Budget Entity: 55100100

Category/Category Year: 088808/21

Amendment ID: W001

Sequence: 00

User Assigned ID: AGREE

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

Total Amount: $209,890.00

Contract: ASL15

Contract Type: AA - RR SIGNALS-PE/INSTAL (RR-SIG/PE)

Vendor Name: FLORIDA MIDLAND RAILROAD CO, IN

Vendor ID: F581758851001

Beginning Date of This Agreement: 01/21/2021

Ending Date of This Agreement: 01/21/2031

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: 446690-1 Lincoln Ave.

Page1 of 1

To: Barbara.Daugherty@dot.state.fl.us

Florida Midland Railroad Signal Upgrades Budget Quotation, August 2019

1. Gate Rd DOT 623054C, Eagle Lake, FL Gate Rd / DOT# 623054C

Material, labor, expenses and equipment to install new flasher and gate type signals equipped with 12" LED light units and pole mounted bells. Price includes a new factory wired shelter, using island only system with T-Boss with remote for train detection equipment. Price includes all required field materials consisting of the cable, conduits, rail bonds, track connection kits, ac meter service and all other miscellaneous materials to complete the new signal system.

$183,601.66

2. Lake Wales Rd DOT 625421P, West Lake Wales, FL

W. Lake Wales Rd /

DOT# 625421P

Material, labor, expenses and equipment to install new flasher and gate type signals equipped with 12" LED light units and pole mounted bells. Price includes a new factory wired shelter, using island only system with T-Boss with remote for train detection equipment. Price includes all required field materials consisting of the cable, conduits, rail bonds, track connection kits, ac meter service and all other miscellaneous materials to complete the new signal system.

$185,601.96

3. Lincoln Ave DOT 625472A, Lake Wales, FL

Lincoln Ave / DOT# 625472A

Material, labor, expenses and equipment to install new flasher and gate type signals equipped with 12" LED light units and pole mounted bells. Price includes a new factory wired shelter using a PMD-4 with remote for train detection equipment. Price to include one pedestrian gate equipped with one way 12" LED lights. Price includes all required field materials consisting of the cable, conduits, rail bonds, track connection kits, ac meter service and all other miscellaneous materials to complete the new signal system.

$209,889.89

4. Murray Rd DOT 627535J, Frostproof, FL

Murray Rd / DOT# 627535J

Material, labor, expenses and equipment to install new flasher and gate type signals equipped with 12" LED light units and pole mounted bells. Price includes a new factory wired shelter using a PMD-4 with remote for train detection equipment. Price includes t-Rx and all required field materials consisting of the cable, conduits, rail bonds, track connection kits, ac

$183,569.66

Lake Wales

Highway Speed:

Crossing Angle:

Street Types:

Thru Lanes:

Aux Lanes:

Hazmat Route?

Emergency Services Route?

Emergency Notification Signs:

Crossbuck(4x4 post):

Stop Sign:

Yield Sign:

Low Ground Clearance Signs:

Exempt Signs:

Trespass Signs:

W10-1 W10-2

W10-3 W10-4

W10-11 W10-12

R3-1a R3-2a

R8-8 R8-9

R8-10

R8-10a R10-6

R10-6a R11-2

R15-2P R15-6

R15-6a R15-7

R15-7a R15-8

Pvt Crossing Look Out

R8-8 w/Beacon

W3-1 W3-3

W8-1 W10-8 W10-9

W10-9P W10-11a W10-11b W10-13P W10-14P

W10-14aP W10-15P

Slow

W10-1w/Beacon LED Signs

Surface Installment Date:

Surface Type:

Surface Condition:

Approach:

Vehicle Reaction:

Driver Reaction:

Rail/Pad Movement:

Maintenance Responsibility:

Roadway Paved:

Tracks run down street?

Sidewalks on Crossing Approach?

Sidewalks Thru Crossing?

Crossing illuminated?

Commerical Power?

Alternative Power?

Number of Bells:

Post Mounted Flashing Lights:

Roadway Gate Count:

Pedestrian Gate Count:

Gates:

Cantilevered Flashing Over Traffic:

Cantilevered Flashing Not Over Traffic:

Intersecting Roadway?

Signalized?

Interconnection:

Preemption:

Traffic Pre-Signals?

8" Count:

12" Count:

LED Count:

Train Speed Range:

Max Time Table Speed:

Day Thru/Switch:

Night Thru/Switch:

Train Service:

Passenger Count/Day:

Train Count Date:

Main Tracks:

Train Signals?

Train Signal Proximity:

Train Detection:

Rank 2018:

Rank 2017:

Rank 2016:

SR No.:

CR No.:

US No.:

Latitude:

Longitude:

RR Company:

Division Name:

Subdivision Name:

Branch Name:

RR Milepost:

Recommended Warning Device:

Incident History:

IN CITY

PUBLIC AT GRADE Industrial

60-90 DEG

Two-Way Street

NO

YES

YES

NO

LOS B = Vibrating LOS A = No reaction

LOS A = Smooth

LOS B = Uneven

CONCRETE

EXCELLENT

AVC 821

843.59

LAKE WALES

JACKSONVILLE

FMID

5-10 0/1 0/1

NO

NO

None

Not Interconnected

NO

NO

YES

YES

YES

NO

CITY

YES

NO

YES

NO

05/10/2012

District: 1RR Street: Roadway: LINCOLN AVECrossing No: 625472A County: Polk

Crossbuck Sign: 2

Install - Upgrade: -- Pvmt Mrk:

1231 (2011)AADT:

Percent Trucks:

School Buses:

0 (2009) 40 (2019)

27.912000 -81.590000

XBUCKS

Other Tracks:

City: OPEN--TRACK ACTIVE

Event Recorder?

Traffic Signals Controlling?

(2) RR Yard

Team Members: Steve Justice, Rob Stapleton, Laura Miller, Jordan Eady, Lisa Revell- Petro, Arlene Barnes, Barbara Daugherty

Date: 04/22/2019

Team Recommendations: FL&G's, house, power, PMD-4, cable, remote, shunt enhancers,1 ped gate NW Quad, doll arm w/sidelight on SW Quad

Field Review Comments: Crossbucks at this location but it is in the ranking and has a high bus count

Freight

HWY

NODoes traffic queue across the tracks?

Crossing Number 625472A

C R

O S S I

N G

R O

A D

R A I L

TRACKS

C R

O S S I

N G

R O

A D

R A I L

TRACKS

C R

O S S I

N G

R O

A D

R A I L

C R

O S S I

N G

R A I L

R O

A D

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

:2

:3

A M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2021-22 SHEETINDEX

11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 1 4

M in

M in

Gates Are Used.

When Automatic Installing Agency Option Of The Signs Is The Number Of Track

Crossing) (1 Minimum Per Crossing Bell Highway Gong Type

Approach Width2

Flasher Units Back-To-Back

4" Max.Paved Shoulder

Sides Sheeting, Both Red And White Reflectorized

16" Alternate

Gates Are Used.

When Automatic Installing Agency Option Of The Signs Is The Number Of Track

Signal Unit Of Overhead Lowest Point

Flasher Units Back-To-Back

(1 Min. Per Crossing) Highway Crossing Bell Gong Type

Flasher Units Back-To-Back

Roadway Crown Of

Travelway

4" Max.Paved Shoulder

Highway Or Part Nearest Edge Of Background

4" Max.Paved Shoulder

Roadway Crown Of

Travelway

Approach Width2

Signal Unit Of Overhead Lowest Point

Flasher Units Back-To-Back

2' Min. 4" Max.

Shoulder Paved

Flasher Units Back-To-Back

Crossing) Bell (1 Min. Per Highway Crossing Gong Type

(Travelway) Pavement Edge

Signal And Gate Railroad Gate Or

Gate Or Signal And Railroad Gate

Line Shoulder

(Travelway) Pavement Edge

Signal And Gate Railroad Gate Or

Signal And Gate Railroad Gate Or

Or Curb Pavement Edge

Travelway Of

Centerline Travelway

Of Centerline

(See Note 2) 10' Min.

(See Note 2) 10' Min.

(See Note 2) 10' Min.

(See Note 2) 10' Min.

ONE-WAY

M e d ia n

See Index 830-T01 Crossing Shoulder Pavement

M in.

12'

¡ Median

SIGNAL PLACEMENT AT RAILROAD CROSSING

(4 - LANE DESIGN)

Varies

M a x

M in

M a x

" 51" Max.

27"

15"

Roadway Crown Of

Travelway

See FIGURE 1

L

M in

M in

15"

27"

51" Max.

15"

27"

TYPE II

M a x

M in

Varies

M in

15"

27"

Travelway

Roadway Crown Of

M a x

SIGNAL PLACEMENT AT RAILROAD CROSSING

(2 - LANE DESIGN)

See Index 830-T01 Crossing Shoulder Pavement

M in.

12'

M in.

12'

(Mountable Curb) Divided Multilane

2 Or 4 Lanes Undivided

FIGURE 1

TWO-WAY TWO-WAY

Median

Or Shoulder) (Mountable Curb

M a x

M a x

M a x

M in.

12' in in

VI

V

IV

III

II

I

V

IV

III

II

I

TYPE I TYPE III AND TYPE V TYPE IV AND TYPE VI

GENERAL NOTES:

TRAFFIC CONTROL DEVICES FOR FLUSH SHOULDER ROADWAY

2-4 Quadrant flashing warning devices and gates-multiple tracks 3-4 Quadrant flashing warning devices and gates-one track 2 Quadrant flashing warning devices and gates-multiple tracks 2 Quadrant flashing warning devices and gates-one track 2 Quadrant flashing warning devices-multiple tracks 2 Quadrant flashing warning devices-one track

Class of traffic control devices (Not Shown)5.

Gate Flashing warning devices with cantilever and gate Flashing warning devices with gate Flashing warning devices with cantilever Flashing warning devices

Type of traffic control device4.

than 4" above finished shoulder grade.

Top of foundation shall be no higher 3.

if called for in Plans or Specifications.

Advance flasher to be installed when and 2.

certain locations.

attenuation device may be specified for however, some form of impact No guardrail is proposed for signals; 1.

Arrows denote direction of travel not pavement markings.NOTE:

(See Note 2) 10' Min.

(See Note 2) 10' Min.

(See Note 2) 10' Min.

10' Min.

(See Note 2) but not less than 6' from the edge of the near traffic lane.

located as close as 2' from the edge of a paved shoulder

2. When 10' is deemed impractical the control device can be one for gate), depending on type of equipment used.

1. Two separate foundations may be required (one for signals, NOTE:

C

O S S I

N G

R O

A D

R A I L

Sidewalk

TRACKS

C R

O S S I

N G

R O

A D

R A I L C

R O S S I

N G

R O

A D

R A I L

TRACKS

NOTES:

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11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 2 4

4" Max.

Sidewalk

Travelway

Highway Nearest Part Edge Of

Are Used.

Automatic Gates Agency When The Installing The Option Of Tracks Signs Is Number Of

Crossing Bell (1 Minimum) Per Highway Crossing Gong Type

Sidewalk

4" Max.4" Max.4" Max.4" Max.Sidewalk Sidewalk

Are Used.

Automatic Gates Agency When The Installing The Option Of Tracks Signs Is Number Of

Than 2 Approach Lanes).

Unit If There Are More (More Than One Flasher Lane Separation Lines One Flasher Unit Over As A Minimum, Position

Flasher Units Back-To-Back

Signal Unit Of Overhead Lowest Point

Sides Sheeting, Both Red And White Reflectorized 16" Alternate

Flasher Units Back-To-Back

Per Crossing (1 Minimum) Highway Crossing Bell Gong Type

Back-To-Back Flasher Units

Part Nearest Roadway Edge Of Background Or

Both Sides And White Sheeting, Reflectorized Red 16" Alternate

Roadway Crown Of

Travelway

Width

Approach 2

Signal Unit Of Overhead Lowest Point

Flasher Units Back-To-Back

Travelway

Roadway Crown Of

Per Crossing) Crossing Bell (1 Min.

Gong Type Highway

Flasher Units Back-To-Back

Travelway

Roadway Crown Of

Signal And Gate Railroad Gate Or

Signal And Gate Railroad Gate Or

Signal And Gate Railroad Gate Or

Signal And Gate Railroad Gate Or

C R

O S S I

N G

R A I L

R O

A D

6' Min.

51" Max.

Varies

27"

24"

15"

Varies

M a x

M in

Varies 5' Min.

15"

M in

4'

Sidewalk

10'

Sidewalk

10'

Sidewalk

M in . 4

(2 LANES, CURB & GUTTER)

SIGNAL PLACEMENT AT RAILROAD CROSSING

(2 LANES, CURB & GUTTER)

SIGNAL PLACEMENT AT RAILROAD CROSSING

ACUTE ANGLE (AND RIGHT ANGLE) OBTUSE ANGLE

M a x

M in

51" Max 2'-6"

See FIGURE 1

L

15"

27"

M in

M a x

M a x

M in

M a x

See FIGURE 1

L

2'-6"

6' Min.

Width Min.

Approach2

51" Max

27"

15"

M in

M a x

M in

M a x

Travelway

Roadway Crown Of

Varies

16"

M in.

12'

M in.

12'

TYPE VTYPE IVTYPE IIITYPE IITYPE I

Min.

2'-6"

24"

M in

M a x

M in of Roadway to the Lowest Point of the Overhead Signal Unit.

minimum vertical clearance shall be 17'-6" from above the Crown When a cantilevered-arm flashing warning device is used, the 5.

from nearest rail; or 8' from and parallel to gate when present.

Stop line to be perpendicular to edge of roadway, approx. 15' 4.

face of curb and sidewalk.

Locate device outside sidewalk. Over 6' - Locate device between distance available between face of curb & sidewalk. 0' to 6' - Location of railroad traffic control device is based on the 3.

12'-6".

installed in curbed medians, the minimum median width shall be Where plans call for railroad traffic control devices to be 2.

appropriate track clearances.

established based on future (or present) installation of gate with The location of flashing warning devices and stop lines shall be 1.

TRAFFIC CONTROL DEVICES FOR CURBED ROADWAY

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

DO NOT

STOP

ON

TRACKS

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RAILROAD GRADE CROSSING

509-070 3 4

16"

White Message

Pavement

With Gates Flashing Signal Gate or

(If Not with Gate) Flashing Signal

As Required

Stop Line

24" White

W10-1

W10-1

24" White

6" Dbl. Yellow

24" White

Gate When Present.

Or 8' From & Parallel To to Edge Of Travel Way Stop Bar Perpendicular

24" White

4" (Typ.)

Railroad Gate

Railroad Gate

Railroad Gate

Traveled Way Edge of

Traveled Way Edge of

Shoulder Paved

Traveled Way Edge of

Shoulder Paved

6" Yellow

24" White

24" White

Gate When Present.

or 8' From & Parallel to to Edge of Travel Way Stop Bar Perpendicular

Shoulder Paved

Traveled Way Edge of

6" White

M e d ia n

6" Yellow

6" White

6" White

6" Dbl. Yellow

6" White

6" White

6" White

Edge of Traveled Way

6" White

12" White (Typ.)

24" WhiteShoulder Paved

M e d ia nRailroad Gate

(See Note 6) Foul Area (Typ.)

6" Yellow

6" White

6" Yellow

6" White

Foul Area (See Note 6)

See Note 7

See Note 7

R R

MULTILANE ROADWAY

RAILROAD CROSSING AT

A

A

'10'

8'

6'

O f

L a n e

8'-0"

12"

NOTES:

R R

TRAFFIC CONTROL DEVICES

RELATIVE LOCATION OF CROSSING

PAVEMENT MESSAGE

RAILROAD CROSSING

Area = 89 S.F.

M in

Min.

M in

85 Min.

40060

URBAN

(mph) Speed Design

(ft) "A"

Distance

R8-8

R8-8

R8-8

TWO-LANE ROADWAY

RAILROAD CROSSING AT

Rail Side

Traffic Side

PAVEMENT MARKING DETAIL

RAILROAD DYNAMIC ENVELOPE (RDE)

R8-8

M in

M in

14' Min. (See Note 4) 13'-0" (See Note 5)

R8-8

Intersections Signalized

For Use Near

R8-8

Intersections Signalized

For Use Near

10'

Min.

M in

M in

Intersections Signalized

For Use Near

R8-8

Intersections Signalized

For Use Near R8-8

M in

M in

4' Min.

4' Min.

7. See Sheets 1 and 2 for dimension.

6. Do not install pavement markings in the Foul areas.

or when shown in the Plans.

5. The transverse dimension for the RDE "X" may be reduced to the lane width for two-lane roadways without shoulders

4. Do not install pavement markings when the distance between tracks is less than 14'.

3. Install Railroad Dynamic Envelope Pavement Markings only when called for in the Plans.

for rural conditions. See Index 700-102 for sign details.

2. Place FTP-61-06 or FTP-62-06 sign 100' in advance of crossing for urban conditions and 300' in advance of crossing

1. Place an additional W10-1 sign where intersections occur between the R/R pavement message and the tracks.

O

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11/01/17 TRAFFIC CONTROL DEVICES

RAILROAD GRADE CROSSING

509-070 4 4

White

Red

Red Flashing LightsRed Steady Burn

Crown Of Roadway Travel Way

6" Min. Height Type F Curb

18"18"

S id e w a lk

Min) (2'-6"

Varies (Std.)

27"

Max.

51"

M in .1

M in

12'-5" Min.

1'

1'

S id e w a lk

Specified Length Of Gate Arm

M a x

M in

16" 16"

90°

"C""B""A"

5'

5'

5'

5'

5'

5'

6'

7'

9'

10'10'

9'

7'

6'

5'

4'

41"

36"

36"

36"6"

18"

24"

28"

28"

28"

36"

36"

36"

36"38 And Over

35-37 Ft.

32-34 Ft.

29-31 Ft.

24-28 Ft.

20-23 Ft.

18-19 Ft.

16-17 Ft.

15 Ft.

14 Ft.

"C" Dimension

"B" Dimension

"A" Dimension

Of Gate Arm Specified Length

RAILROAD GATE ARM LIGHT SPACING

PLAN

MEDIAN SECTION AT SIGNAL GATES

(THREE OR MORE DRIVING LANES IN ONE DIRECTION, 45 MPH OR LESS)

MULTILANE UNDIVIDED URBAN SECTIONS

MEDIAN SIGNAL GATES FOR

"A Policy On Geometric Design Of Streets And Highways".

Devices", Part 8; The "Traffic Control Handbook" , Part VIII; and AASHTO For additional information see the "Manual On Uniform Traffic Control

NOTE: