CN-550000-ASZ71-W0020000.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD REIMBURSEMENT AGREEMENT

GRADE CROSSING AND CROSSING TRAFFIC CONTROL DEVICES

725-090-19

RAIL

OGC – 09/24

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

448928-1-57-01 SR 25 (US 27) GLADES 22 / 05010-2152 N/A

THIS AGREEMENT, made and entered this day of ____ ___ , ______ by and between the STATE OF

FLORIDA DEPARTMENT OF TRANSPORTATION, hereinafter called the DEPARTMENT, and

South Central Florida Express, Inc. , a corporation organized and existing under the laws of Florida, with its principal place of business in the City of Clewiston, County of Hendry, State of Florida, hereinafter called the COMPANY;

WHEREAS, the DEPARTMENT is constructing, reconstructing or otherwise changing a portion of the State Highway System, designated by the Financial Project ID 448928-1-57-01, on SR 25 (US 27), which crosses at grade the right of way and track(s) of the COMPANY'S Mile Post 924.06, FDOT/AAR Crossing Number 627659C, at or near Palmdale, Florida as shown on the DEPARTMENT'S Plan Sheet 1-3 of 3, 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 hereby grants to the DEPARTMENT the right to construct and maintain the highway at grade, and necessary approaches thereto, across its right of way and over its track(s) at the hereinabove referred to location.

2. The COMPANY will provide, furnish, or have furnished, all necessary materials required for, and will construct or have constructed at the DEPARTMENT'S expense a Standard Railroad Crossing Type C in accordance with the Standard Plans, Index 830-T01 attached hereto and by this reference made a part hereof. Upon completion of the crossing the COMPANY shall be responsible for the maintenance cost of all trackbed and rail components plus the highway roadbed and surface for the width of the rail ties within the crossing area. The DEPARTMENT shall be responsible for the maintenance cost of the highway roadbed outside of the railway ties. IT BEING EXPRESSLY UNDERSTOOD AND AGREED that the COMPANY may, at its option and upon written approval of the DEPARTMENT, perform such periodic maintenance work and bill the DEPARTMENT directly for the costs thus incurred that are the responsibility of the DEPARTMENT.

3. The COMPANY shall furnish the necessary materials and install automatic grade crossing signal and/or other traffic control devices at said location at the DEPARTMENT’S expense on an actual cost basis, and in accordance with the attached detailed statement of the work, plans and specifications; and the Standard Plans Index 509-070 and 711-001, attached hereto and incorporated by reference and made a part hereof, as well as the FDOT Design Manual (FDM), incorporated by reference and made a part hereof.

4. After said automatic crossing signals and/or other traffic control devices have been installed and/or adjusted 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 successors or assigns shall operate the automatic grade crossing signals and/or other traffic control devices, 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 DEPARTMENT will participate in the cost of maintaining the grade crossing traffic control devices that are the subject of this Agreement in the amount of fifty percent (50%) of the cost enumerated by the Schedule of Annual Cost of Automatic Highway Grade Crossing Traffic Control Devices attached hereto and by this reference made a part hereof and subject to future revision as long as the said devices are located on the State- Maintained Highway System. If the crossing traffic control devices installed and/or modified are no longer required at the point of installation they may be removed to another location as agreed upon and at the expense of the party requiring such removal or relocation. It is further agreed that the cost of maintaining any additional or replacement signal equipment at the same location will be shared as provided above.

Docusign Envelope ID: 68E027F5-66E0-4080-8B2F-FDFE39A194BE

October 202430th

725-090-19

RAIL

OGC – 09/24

5. The State of Florida's performance and obligation to pay under this Agreement is contingent upon an annual appropriation by the Legislature. In the event this Agreement is in excess of $25,000 and has a term 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 in 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 ($25,000.00) and which have a term for a period of more than one year."

6. All work contemplated hereunder shall at all times be subject to the approval of the COMPANY'S Chief Engineer or his authorized representative. The DEPARTMENT or the DEPARTMENT'S Contractor shall give the COMPANY'S Division Engineer and/or Superintendent at least seventy-two (72) hours notice prior to the performance of any work within the limits of the COMPANY'S right of way.

7. The DEPARTMENT will compensate the COMPANY for the cost of watchmen or flagging service when the DEPARTMENT'S contractor is carrying out work adjacent to the COMPANY'S tracks and whenever the contractor is performing work requiring movement of employees, trucks, or other equipment across the tracks of the COMPANY, or when at other times the COMPANY and DEPARTMENT shall agree that such a service is necessary. Such costs shall be accrued and billed directly to the DEPARTMENT as specified in Paragraph 10.

8. The DEPARTMENT will require its contractor to furnish Railroad Protective Public Liability and Railroad Protective Property Damage Liability Insurance in a combined amount of $2,000,000 for all personal injuries, death or property damage, per occurrence arising during the policy period. The maximum dollar amounts of coverage to be reimbursed by Federal funds, with respect to bodily injury, death or property damage, is limited to a combined amount of $6,000,000 per occurrence unless approval for larger amounts by the FHWA Division Administrator is made a part of this Agreement. The DEPARTMENT will also require its contractor to furnish the COMPANY a Certificate of Insurance showing that the contractor carries liability insurance (applicable to the job in question) in the amount of $2,000,000 for all personal injuries, death, or property damage, per occurrence arising during the policy period. Such insurance is to conform with the requirements of the U.S. Department of Transportation, Federal Highway Administration, Federal-Aid Policy Guide, 23 C.F.R. Subchapter G, Part 646, Subpart A, and any supplements thereto or revisions thereof.

9. The DEPARTMENT will bear the cost of all temporary and permanent changes made necessary in the COMPANY'S signal wire line or other facilities and in the wire line facilities of any utility that has compensable interest on the COMPANY'S right of way occasioned by the construction of said crossing and the occupancy of the COMPANY'S property, provided such costs are accrued as specified in Paragraph 10.

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

(a) DEPARTMENT Procedure 725-080-002 Appendix D.4 and Rule 14-57.011 "Public Railroad-Highway Grade Crossing Costs", Florida Administrative Code,

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

OGC – 09/24

11. The DEPARTMENT hereby agrees to reimburse the COMPANY, as detailed in this Agreement, for all costs incurred by it in the installation and/or adjustment of said facilities, in accordance with the provisions above . 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.

12. 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 estimate of the costs thereof in the amount of

$55,400.00 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.

13. 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 directly to the DEPARTMENT. Separate records as to costs of contract bid items and force account items performed by the COMPANY shall also be furnished by the COMPANY to the

DEPARTMENT.

14. 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 of $ , as supported by a detail analysis of estimated costs attached hereto. (NOTE: This method is not applicable where the estimated cost of the proposed adjustment exceeds $100,000.)

15. The installation and/or adjustment of the COMPANY'S facility as planned will will not involve additional work over and above 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) and/or (expired service life) and/or

(nonreimbursable segments) in accord with Article 8.(c) hereinabove.

16. 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 adjustment work.

17. 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.

OGC – 09/24

18. 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 items contained in the estimate attached hereto. The DEPARTMENT shall reimburse the COMPANY for all actual costs attributable to the project. 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 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 above reimbursement provisions, the DEPARTMENT agrees to reimburse the COMPANY in the amount of such actual costs approved by the DEPARTMENT'S auditor.

19. 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.).

20. 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.

21. Bills for travel expenses specifically authorized in this Agreement shall be submitted and paid in accordance with DEPARTMENT Rule 14-57.011, Florida Administrative Code, and the Federal Highway Administration Federal-Aid

Policy Guide, 23 C.F.R. Subchapter B, Part 140, Subpart I "Reimbursement for Railroad Work."

22. In accordance with Section 215.422, Florida Statutes, the followings 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. 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 date 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.

OGC – 09/24

Failure by the COMPANY to grant such public access shall be grounds for immediate unilateral cancellation of this Agreement by the DEPARTMENT. The COMPANY shall promptly provide the DEPARTMENT with a copy of any request to inspect or copy public records in possession of the COMPANY and shall promptly provide the DEPARTMENT a copy of the COMPANY'S response to each such request.

23. 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.

24. 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.

25. 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.

26. Should the use of said crossing be abandoned due to removal of the roadway then all rights hereby granted to the DEPARTMENT shall thereupon cease and terminate and the DEPARTMENT will, at its sole cost and in a manner satisfactory to the COMPANY, remove said crossing and restore the COMPANY'S property to the condition previously found, provided that the COMPANY may, at its option, remove the said crossing and restore its property, and the DEPARTMENT will, in such event, upon bill rendered, pay to the COMPANY the entire cost incurred by it in such removal and restoration, provided such costs are accrued as specified in Paragraph 10.

27. 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, whether direct or indirect, and whether to any person or property to which the DEPARTMENT or said parties may be subject, except that neither the COMPANY nor any of its subcontractors will be liable under this section for damages arising out of injury or damage to persons or property directly caused or resulting from sole negligence of the DEPARTMENT, its officers, agents, or employees.

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

OGC – 09/24

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.

29. 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.

30. 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.

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

32. 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.

33. 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.

34. The following Exhibits are attached and incorporated by reference:

Exhibit A - Contract Funds Approval Form Exhibit B - Work Specification/Description and Estimate Exhibit C - Schedule of Annual Maintenance Cost Exhibit D - Plan Sheets (Index 509-070) Exhibit E - Index 830-T01 Exhibit F - Index 711-001

OGC – 09/24

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

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

BY:

COMPANY:

BY:

Legal Review Approved as to Funds Available Approved as to FAPG Requirements

BY: BY:

Attorney – DOT Date Comptroller – DOT Date FHWA Date

Docusign Envelope ID: 68E027F5-66E0-4080-8B2F-FDFE39A194BE

South Central Florida Express, Inc.

See attached N/A

10/28/2024 | 2:49 PM EDT

10/28/2024 | 3:43 PM EDT

10/30/2024 | 6:40 PM EDT

FLORIDA DEPARTMENT OF TRANSPORTATION

FUNDS APPROVAL

ASZ71

8/27/2024

CONTRACT INFORMATION

FUNDS APPROVAL INFORMATION

FUNDS APPROVED/REVIEWED FOR JASON ADANK, CPA, COMPTROLLER ON 8/27/2024

Action: Task Work Order

Reviewed or Approved: APPROVED

Organization Code: 55014010106

Expansion Option: A9

Object Code: 563000

Amount: $55,400.00

Financial Project: 44892815701

Work Activity (FCT): 127

CFDA:

Fiscal Year: 2025

Budget Entity: 55150200

Category/Category Year: 088797/25

Amendment ID: W002

Sequence: 00

User Assigned ID: 2P S&S

Enc Line (6s)/Status: 0002/04

Total Amount: $55,400.00

Contract: ASZ71

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

Vendor Name: SOUTH CENTRAL FLORIDA EXPRESS

Vendor ID: F650518598001

Beginning Date of This Agreement: 04/16/2024

Ending Date of This Agreement: 12/31/2050

Contract Total/Budgetary Ceiling:

Method of Procurement: R - RAILROAD/UTILITIES AGREEMENT

Description: Preliminary engineering review and construction services forcrossing 627659C in RRR project 448928-1

Page1 of 1

To: JJ.Wren@dot.state.fl.us

EXHIBIT A

ESTIMATE SUBJECT TO REVISION AFTER: 5/16/2025 DOT NO.: 627659C

CITY: COUNTY: Glades STATE: FL

DESCRIPTION:

ZONE: SCFE SUB-DIV: Sebring MILE POST: AVC 924.059

AGENCY PROJECT NUMBER:

1 PRELIMINARY ENGINEERING:

1.1 Contracted & Administrative Engineering Services - Crouch Engineering 20,000.00$

1.2 Contracted & Administrative Engineering Services - SCFE 1,000.00$

Subtotal 21,000.00$

2 CONSTRUCTION ENGINEERING/INSPECTION:

2.1 Contracted & Administrative Engineering Services - Crouch Engineering 20,000.00$

2.2 Contracted & Administrative Engineering Services - SCFE 1,000.00$

Subtotal 21,000.00$

3 FLAGGING SERVICE: (Contract Labor)

3.1 Labor (Conductor-Flagman) 10 Days @ 1,000.00$ 10,000.00$

3.2 Expenses -$

Subtotal 10,000.00$

4 SIGNAL & COMMUNICATIONS WORK:

4.1 New Grade Crossing Warning Signal System (CDL) 140,000.00$

Subtotal 140,000.00$

5 TRACK WORK:

5.1 -$

Subtotal -$

PROJECT SUBTOTAL: 192,000.00$

6 CONTINGENCIES: 20% 38,400.00$

PROJECT TOTAL: 230,400.00$

CURRENT AUTHORIZED BUDGET: -$

TOTAL SUPPLEMENT REQUESTED: 230,400.00$

DIVISION OF COST:

FDOT 100.00% 230,400.00$

Railroad 0.00% -$

230,400.00$

NOTE:

Estimate prepared by:

DATE:

Revised:

Approved by: Approved by:

DATE: DATE:

SCXF SUPPLEMENTAL FORCE ACCOUNT ESTIMATE

CROUCH PROJECT NUMBER :

Palmdale

Hwy 27 Crossing 627659C

Relocating signal house outside of the median, updating backplates to 24-inch.

S Vick, Crouch Engineering

05/17/24

Scott Ogle, SCFE / US Sugar

M Moawad, Crouch Engineering

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 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

05/17/24

$175,000 authorized by Change Order 1 (4/29/24)

FPID: 448928-1-57-01

Remaining balance of $55,400

EXHIBIT B

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES

ANNUAL MAINTENANCE COSTS

725-090-41

RAIL

06/21

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

448928-1-57-01 SR 25 (US 27) Glades 22 / 05010-2152 N/A

COMPANY NAME: South Central Florida Express, Inc.

A. FDOT/AAR XING NO.: 627659C RR MILE POST TIE: 924.06

B. TYPE SIGNALS PROPOSED: IV - CFL&G CLASS: III DOT INDEX: 509-070

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.

EXHIBIT C

/6 /2

:0

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

C R

O S S

IN

G

R O

A D

R A

IL

TRACKS

C R

O S S

IN

G

R O

A D

R A

IL

TRACKS

C R

O S S

IN

G

R O

A D

R A

IL

C R

O S S

IN

G

R A

IL

R O

A D

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

4'-0" Max.

1'-0" Std.

31509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

M in

M in

Are Used.

Automatic Gates

Agency When

Installing

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

Both Sides

Sheeting, White

Red And

Reflectorized

16" Alternate

Are Used.

Automatic Gates

Agency When

Installing

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

¡ 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

M in

(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

M 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:

EXHIBIT D

/6 /2

:0

:4

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

C R

O S S

IN

G

R O

A D

R A

IL

Sidewalk

TRACKS

C R

O S S

IN

G

R O

A D

R A

IL

C R

O S S

IN

G

R O

A D

R A

IL

TRACKS

Than 2 Approach Lanes).

Unit If There Are More

(More Than One Flasher

Lane Separation Lines

One Flasher Unit Over

As A Minimum, Position

Sides

Sheeting, Both

Red And White

Reflectorized

16" Alternate

Per Crossing)

Crossing Bell (1 Min.

Gong Type Highway

NOTES:

32509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

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

Flasher Units

Back-To-Back

Signal Unit

Of Overhead

Lowest Point

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

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

IN

G

R A

IL

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 a x 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

M in

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

/6 /2

:0

:4

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

R O

A

DC

R O S S

IN

G

R A

IL

33509-070

RAILROAD GRADE CROSSING

TRAFFIC CONTROL DEVICES02/05/21

White

Red

Red Flashing LightsRed Steady Burn

Crown Of Roadway Travel Way

6" Min. Height

Type F Curb

18"18"

With Gates

Flashing Signal

Gate or

(If Not with Gate)

Flashing Signal

As Required

Stop Line

6" White

Edge of Traveled Way

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)

8'

6'

TRAFFIC CONTROL DEVICES

RELATIVE LOCATION OF CROSSING

NOTE:

"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

MEDIAN SIGNAL GATES FOR MULTILANE UNDIVIDED URBAN SECTIONS

GATE ARM DETAIL

/6 /2

:4

:4

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:

EXHIBIT E

/6 /2

:4

:4

P M

R E

V

IS

IO

N DESCRIPTION:

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 r ie s

Index 509-070 gates or signals and gates see

For location of railroad signals, Note:

M a x

M a x

/7 /2

:5

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

R1=3'-3.375"

R2=2'-3.563"

R1=3'-3.375"

R2=2'-3.563"

6" R1

R2

8"

8"

1'

2'-6"

R1=2'-11"

R2=1'-11"

3'-4" 3'-8"

R2 R1

R2

R1

6'-4"

Wrong-Way Arrow

Roundabout Approach Arrow

R1=3'-3.375"

R2=2'-3.563"

R1

R2

19"15"

5'-0" 5'-0" 6'-10"

3'-2" 6'-10" 5'-0"

10'-10"

3" (Typ.)

1'

1'

1'

1'

3'-4"

3'

8'-8" 6'-4" 6'-10" 6'-10" 6'-10" 7'-8"

3'-4"

6'

State Route Shield Similar)

Route Shield Shown; U.S. and

Access Roadways (Interstate

Route Shield for Limited

State Route Shield Similar)

Route Shield Shown; U.S. and and Collectors (Interstate

Route Shield for Arterials

'6" (Typ.) 6" (Typ.) 6" (Typ.) 6" (Typ.)

6" (Typ.) 6" (Typ.) 6" (Typ.) 6" (Typ.) 6" (Typ.) 6" (Typ.)

4"

6" (Typ)

1'-4" (Typ.)

(See Note 5)

Right Turn Similar)

(Left Turn Shown -

Turn Lane-Use Arrow

State Route Shield Similar)

Route Shield Shown; U.S. and

Access Roadways (Interstate

Route Shield for Limited

8'

White

4"

(See Note 5)

1'-8" (Typ.)

Arrow

Lane-Use

Turn and Through

Arrow

Lane-Use

U Turn

Arrow

Lane-Use

Through

Symbol

Preferential Lane

8" (Typ)

6'

Yellow

Black

Black

In Pavement Warning Marking

White

3"

7"

2'-4"

131711-001

PAVEMENT MARKINGS

11/01/21

Red

Blue

Red

Blue

11 S.F.

17 S.F.12 S.F.27 S.F.

29 S.F.

24 S.F.

22 S.F. 23 S.F. 24 S.F. 20 S.F. 26 S.F.

13 S.F. 20 S.F. 20 S.F. 23 S.F. 22 S.F. 20 S.F.

34 S.F.

19 S.F.

PAVEMENT MESSAGE AND ARROW DETAILS

43 S.F. 72 S.F.128 S.F.128 S.F. 45 S.F.

PAVEMENT MESSAGES NOTES:

5. Increase width of route shield for routes with three digits.

and In Pavement Warning Markings.

4. All pavement messages must be white except Route Shields

3. All grids are 4" x 4".

2. Dimensions are within 1" ±.

1. Place all pavement messages 25' back from the stop line.

EXHIBIT F

/7 /2

:5

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

4"

6"

6"

4"

10' Black Contrast (Typ.)10' White Skip (Typ.)

3' Black Contrast (Typ.)3' White Skip (Typ.)

25'-0"

1.5" Wide Min. Black Contrast6" Solid White

1.5" Wide Min. Black Contrast

18"

Lane Line Lane Line Edge Line

EOP

Equally Spaced

132711-001

PAVEMENT MARKINGS

11/01/22

10'

30' 6"

10'

9'

Two-Lane Passing Prohibited Lines

Solid Edge Line or Lane Line 2'-4' Dotted Guide Line

Solid Channelizing Line

6'-10' Dotted Extension Line

3'-9' Dotted Interchange Line

3'-9' Dotted Lane Drop Line

10'-30' Skip Line

Double Solid Lines

12" Solid Pedestrian Crosswalk Line

24" Solid Stop Line

PAVEMENT MARKING LINES

6"

12" or 24" 30'

10'

30'

10'

30'

10' 10'

3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'

12"

9'9'9'9'9'9'9'9'9'9'9'9'9'9' 9'

3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'3'

6"

9'9'9'9'9'9'9'9'9'9'9'9'9'9'9' 9'

6' 6' 6' 6' 6' 6' 6' 6' 6' 6' 6'

10'10'10'10'10'10'10'10'10'

6'

10'

6'

10'

6"

6"

2'-2' Dotted Extension Line

12"

8", 12" or 18"

10' 10' 20'

3'3' 6' 3' 9' 3'3' 6' 3' 9' 3'3' 6' 3' 9' 3'3' 6' 3' 9' 3'3' 6' 3' 9' 3'3' 6' 3'

10' 10' 10' 10' 10' 10'20' 20'

10'-30' SKIP LINE WITH CONTRAST MARKINGS

DOTTED LINE WITH ALTERNATING CONTRAST MARKINGS

(3'-9' Dotted Line Shown, Other Dotted Lines Similar)

MARKINGS FOR MERGE

LONGITUDINAL SOLID LANE LINE WITH CONTRAST MARKINGS

(Not For Use On Edge Lines)

YIELD LINES

Lane Bike Travel Lane center of the bike lane.

additional triangle in the is present, add one lane. When a bike lane triangles within traffic traffic. Equally space triangles which face five - 18" X 27" white

Yield Lines consist of

D ir e c ti o n o f T r a f f ic

/7 /2

:5

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

CURB AND GUTTER

FLUSH SHOULDER

CURB AND GUTTER

FLUSH SHOULDER

8"

3" (Typ.)

YXX

Edge Of Pavement Edge Of Traveled Way

2" Gap

Y = BUFFERED BIKE LANE WIDTH (FT.)

X = LANE WIDTH (FT.)

YXX

2" Gap 8"

Edge Of Pavement

X = LANE WIDTH (FT.)

XX

Edge Of Traveled Way

2" Gap 3" (Typ.) 2" Gap

Edge Of Traveled Way

NOTES:

STRIPING FOR BUFFERED BIKE LANE

STRIPING WITH NO SHOULDER OR BIKE LANE

STRIPING WITH SHOULDER OR NON-BUFFERED BIKE LANE

Y = PAVED SHOULDER / BIKE LANE

X = LANE WIDTH (FT.)

YX

3" (Typ.)2" Gap

X

Edge Of Traveled Way

YXX

(Or Bike Lane)

Edge Of Paved Shoulder

3" (Typ.)2" Gap

Edge Of Traveled Way

6" White (10'-30') 6" White (10'-30')

6" White (10'-30')

6" White (10'-30')

6" Yellow

6" Yellow

6" Yellow

6" White

6" Yellow

6" White

6" White

2. For placement of RPMs, see Index 706-001.

1. Lane widths (X) may not be same for each lane in the section.

Buffered Bike

6" White

(Or Bike Lane)

Edge Of Pavement

Buffered Bike

6" White

Edge Of Traveled Way

Edge Of Traveled Way

Edge Of Traveled Way

Edge Of Traveled Way

6" White (10'-30')

Gap 2"

Gap 2"

(Typ.)

3"

133711-001

PAVEMENT MARKINGS

11/01/21

Median Shoulder

Gutter Or Unpaved

Gutter

Unpaved Shoulder

Median Shoulder

Gutter Or Unpaved

Gutter Median Shoulder

Gutter Or Unpaved

Unpaved Shoulder Unpaved Median Shoulder

PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS

/7 /2

:5

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

NOTES:

BUFFERED EXPRESS LANE STRIPING

LANES AND BUFFERED BIKE LANE KEY HOLE

INTERSECTION APPROACH STRIPING WITH TURN

Z = EXPRESS LANE BUFFER

Y = PAVED SHOULDER

X = LANE WIDTH (FT.)

Y = BUFFERED BIKE LANE WIDTH (FT.)

X = LANE WIDTH (FT.)

2" Gap

X

8"

YX

Edge Of Traveled Way

X X

2" Gap2" Gap

Edge Of Traveled Way

(Illustration Only)

Of Traveled Way

Extension Of Edge

Lane (Illustration Only)

Edge Of Buffered Bike

2" Gap

Edge Of Median Shoulder

Y X Z X X Y

2" Gap

6" Yellow

6" White

6" Yellow

6" White

6" White 6" White

(10'-30')

6" White

Express Lane Lines

8" White Buffered associated RPMs, see the Plans.

4. For placement of Express Lane markers and

3. For placement of RPMs, see Index 706-001.

lane in the section.

1. Lane widths (X) may not be same for each

Edge Of Traveled Way

Edge Of Express Lane

Traveled Way

Or General Toll Lane

Edge Of General UseOr General Toll Lane

Edge Of General Use

Bike Lanes

6" White Buffered

2" Gap

134711-001

PAVEMENT MARKINGS

11/01/21

Shoulder

Gutter Or

Median Shoulder

Gutter Or Unpaved

PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS

/7 /2

:5

:1

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

G a p

G a p

G a p

G a p

6" White (10'-30')

Traffic Separator

Curb And Gutter

Curb And Gutter

B u f f e r e d B ik e L a n e

L a n e

T r a f f ic

L a n e

T r a f f ic

L a n e

T r a f f

L n e

A u x il ia r y n e

A u x il ia r y

(Illustration Only) Edge Of Buffered Bike Lane

(Illustration Only) Extension Of Curb Taper

(Illustration Only) Extension Of Edge Of Traffic Lane

(Illustration Only) Extension Of Edge Of Traffic Lane

Edge Of Traveled Way

Edge Of Traveled Way

Edge Of Traveled Way

6" Yellow

6" White

6" White

12" White

6" White

6" White

6" White

100' Min.

100' Min.

24" White

6" White (2'-4')

6" White

6" White

¡ Of 6" White (10'-30) (Illustration Only)

6" Yellow Tubluar Marker (Yellow)

See Plans

See Plans

135711-001

PAVEMENT MARKINGS

11/01/21

PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS

CURB AND GUTTER SHOWN

/7 /2

:5

:2

P M

R E

V

IS

IO

N DESCRIPTION:

REVISION

LAST

ofSTANDARD PLANS

FY 2023-24 SHEETINDEX

G a p

G a p

G a p

G a p

6" White (10'-30')

Traffic Separator

L a n e

T r a f f ic

L a n e

T r a f f ic

L a n e

T r a f f n e

A u x il ia r y n e

A u x il ia r y

(Illustration Only) Edge of Buffered Bike Lane

(Illustration Only) Extension of Edge Of Traffic Lane

(Illustration Only) Extension of Edge Of Traffic Lane

Paved Shoulder 2 G a p

Paved Shoulder

Edge Of Traveled Way

Edge Of Traveled Way

12" White

24" White

6" White

6" White

6" White

100' Min.

6" White

100' Min.

6" White

6" White

6" Yellow

6" White 6" White (2'-4')

¡ Of 6" White (10'-30) (Illustration Only)

Tubluar Marker (Yellow)6" Yellow

See Plans

See Plans

136711-001

PAVEMENT MARKINGS

11/01/21

PLACEMENT OF LONGITUDINAL PAVEMENT MARKINGS

FLUSH SHOULDER SHOWN

/7 /2

:5

:…