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Item #10 Approval of Resolution and Railroad Reimbursement Agreement for Municipal Grade Crossing Traffic Control Devices - Sawmill BoulevardContact Name: Contact Number: D Ocoee florida AGENDA ITEM COVER SHEET Meeting Date Stephen C. Krug 6002 Item # August 4, 2015 11) Reviewed By Department Director: City Manager: Subject: Railroad Reimbursement Agreement for Municipal Grade Crossing Traffic Control Devices — Sawmill Boulevard. Commissioner Keller, District 4. Background Summary: This agreement provides for funding from the Federal Highway Administration to the FDOT to install new railroad grade crossing signals on Sawmill Boulevard at the Florida Central Railroad crossing. The purpose of this agreement is to allocate the Federal funds to upgrade existing grade crossing signals to meet current requirements. Public Works recommends approving the agreement. Issue: Request the City Commission to approve the agreement with the FDOT to install new crossing signals at the Sawmill Boulevard railroad crossing. Recommendations Recommend the City Commission approve the Railroad Reimbursement Agreement for Municipal Grade Crossing Traffic Control Devices, FM No. 437584- 1- 57 -01, with the FDOT, and authorize the Mayor and City Clerk to execute the Agreement and Resolution. Attachments: Original FDOT Railroad Reimbursement Agreement for Municipal Grade Crossing Traffic Control Devices, FM No. 437584- 1- 57 -01, and Resolution. Financial Impact: The signal upgrades are funded through a FHWA Aid Project administered by the FDOT. The financial impact to the City is the continuation of the annual $3,402.00 maintenance fee already incorporated in the budget. Type of Item: (please mark with an 'Y') Public Hearing Ordinance First Reading Ordinance Second Reading Resolution X Commission Approval Discussion & Direction For Cleric's Dept Use: Consent Agenda Public Hearing Regular Agenda Original Document/Contract Attached for Execution by City Clerk Original Document/Contract Held by Department for Execution Reviewed by City Attorney N/A Reviewed by Finance Dept. til-IPA04— N/A Reviewed by ( ) N/A 0) RESOLUTION NO. 2015- A RESOLUTION OF THE CITY OF OCOEE, FLORIDA, AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE A RAILROAD REIMBURSEMENT AGREEMENT - BETWEEN THE CITY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION FOR MUNICIPAL GRADE CROSSING TRAFFIC CONTROL DEVICES ON SAWMILL BOULEVARD. BE IT RESOLVED BY THE CITY COMMISSION OF THE CITY OF OCOEE, FLORIDA, AS FOLLOWS: SECTION 1. The City Commission of the City of Ocoee has the authority to adopt this Resolution pursuant to Article VIII of the Constitution of the State of Florida and Chapter 166, Florida Statutes. SECTION 2. The Mayor and City Clerk are hereby authorized and directed to execute that "Railroad Reimbursement Agreement, Grade Crossing Traffic Control Devices — Municipal, Financial Project No.: 43758415701" between the City and the Florida Department of Transportation, a copy of which is attached hereto and incorporated by reference. SECTION 3. Severabilitv. If any section, subsection, sentence, clause, phrase or portion of the Resolution is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion hereto. SECTION 4. Effective Date. This Resolution shall become effective immediately upon passage and adoption. PASSED AND ADOPTED this day of , 2015. ATTEST: APPROVED: CITY OF OCOEE, FLORIDA Beth Eikenberry, City Clerk Mayor (SEAL) FOR USE AND RELIANCE ONLY APPROVED BY THE CITY OF OCOEE BY THE CITY OF OCOEE, FLORIDA COMMISSION AT A MEETING APPROVED AS TO FORM AND HELD ON . 2015, LEGALITY THIS DAY OF UNDER AGENDA ITEM NO. .2015. SHUFFIELD, LOWMAN & WILSON P.A. By: Scott Cookson, City Attorney Centennial FDOT ��,1915 * 2015 Florida Department of Transportation RICK SCOTT 719 South Woodland Boulevard GOVERNOR DeLand, Florida 32720 July 7, 2015 Mr. Steve Krug Public Works Director City of Ocoee 301 Maguire Road Ocoee, FL 34761 Subject: RAILROAD REIMBURSEMENTAGREEMENT GRADE CROSSING TRAFFIC CONTROL DEVICES -CITY Dear Mr. Krug, JIM BOXOLD SECRETARY and CITY RESOLUTION FM # 437584- 1 -57 -01 RR Crossing No. 911368 -T Sawmill Blvd. RR Milepost No. Winter Garden #836.70 City of Ocoee Orange County Enclosed for your review and execution, is one (1) copy of Railroad Reimbursement Agreement - Grade Crossing Traffic Control Devices -City and City Resolution for the above project. The Department proposes to install two flashing lights & gates, cabinet, conduit, cable, power and constant warning time at Sawmill Blvd. at the Department's expense using Federal funds. The work under this contract shall be performed in accordance with the provisions of the Federal Aid Policy Subchapter B, Part 140, Subpart 1 and/or Subchapter G, Part 646, Subpart B, as required. Please execute and return this agreement to me for further processing. Once all signatures are received, I will distribute a fully executed copy of the agreement for your files. Please feel free to contact me with any questions. cc: Scott Allbritton - FDOT Sincerely, P OEM Jim Ganey District Five Rail Coordinator 719 S. Woodland Blvd. MS #3 -562 DeLand, FL 32720 -6834 386 - 943 -5331 www.dot.state.fl.us 725- 090 -27 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION RAIL RAILROAD REIMBURSEMENT AGREEMENT OGc -02114 GRADE CROSSING TRAFFIC CONTROL DEVICES - MUNICIPAL FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER 43758415701 SAWMILL BLVD. ORANGE 1(75000 -SIGG) OOS5 -052 -J THIS AGREEMENT, made and entered into this day of 2015 by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, hereinafter called the DEPARTMENT, and FLORIDA CENTRAL RAILROAD COMPANY, INC. a corporation organized and existing under the laws of FLORIDA with its principal place of business in the City of PLYMOUTH , County of ORANGE State of FLORIDA , hereinafter called the COMPANY; and the City of OCOEE a municipal corporation, hereinafter called the CITY. WITNESSETH: WHEREAS, the DEPARTMENT is constructing, reconstructing or otherwise changing a portion of the Public Road System, designated by the Financial Project ID 437584- 1 -57 -01 , on SAWMILL BLVD. , which crosses at grade the right of way and tracks of the COMPANY'S Milepost WINTER GARDEN #836.70 FDOT /AAR Crossing Number 911368 -T at or near OCOEE as shown on DEPARTMENT'S Plan Sheet No. 17881&17882 , 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 III Class III and /or other traffic control devices 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 DEPARTMENT'S Plans and Standard Index Number 17882 attached hereto and 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 CITY 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. 725- 090 -27 RAIL OGC - 02/14 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 $ 191,705.00 . 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 725- 090 -27 RAIL OGC - 02114 contract bid items and force account items performed for the COMPANY shall also be furnished by the COMPANY to the DEPARTMENT. 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 ❑ will 0 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. 725 -090 -27 RAIL OGC - 02/14 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 DEPARTMENTS 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. 725 - 090 -27 RAIL OGC - 02114 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. 725 -050 -27 RAIL OGC - 02/14 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 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, 725- 090 -27 RAIL OGC - 02114 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. 23. 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 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. 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. 725- 090 -27 RAIL OGC - 02115 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 (TITLE: Director of Transportation Operations ) COMPANY: FLORIDA CENTRAL RAILROAD COMPANY, INC. CITY OF OCOEE BY: (TITLE: Legal Review BY: Attorney - DOT , FLORIDA Approved as to Funds Approved as to FAPG Available Requirements BY: BY: Date Comptroller - DOT Date FHWA Date STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 725-090-41 RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES RAIL ANNUAL MAINTENANCE COSTS Occ -03/12 FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER 43758415701 SAWMILL BLVD. ORANGE 1(75000 -SIGG) I OOS5 -052 -J COMPANY NAME: FLORIDA CENTRAL RAILROAD COMPANY, INC. A. FDOT /AAR XING NO.: 911368 -T RR MILE POST TIE: WINTER GARDEN 836.70 B. TYPE SIGNALS PROPOSED III CLASS III DOT INDEX: 17882 SCHEDULE OF ANNUAL COST OF AUTOMATIC HIGHWAY GRADE CROSSING TRAFFIC CONTROL DEVICES Annual Maintenance Cost Exclusive of Installation CLASS DESCRIPTION I Flashing Signals - One Track II Flashing Signals - Multiple Tracks III Flashing Signals and Gates - One Track IV Flashing Signals and Gates - Multiple Tracks V 3 or 4 Quadrant Flashing Signals and Gates - One Track VI 3 or 4 Quadrant Flashing Signals and Gates - Multiple Tracks 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. COST` $2,256.00 $2,985.00 $3,402.00 $4,272.00 $6,726.00 $8,442.00 "This schedule will become effective July 1, 2011 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. STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION 725- 090 -55 CITY RESOLUTION RAIL GRADE CROSSING TRAFFIC CONTROL DEVICES AND FUTURE RESPONSIBILITY 10/95 FINANCIAL PROJECT NO. ROAD NAME OR NUMBER COUNTY NAME PARCEL & R/W NUMBER FAP NUMBER 43758415701 SAWMILL BLVD. ORANGE 1(75500 -SIGG) OOS5 -052 -J 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 (Councilman) seconded by Commissioner (Councilman) RESOLUTION was adopted: , the following WHEREAS, the State of Florida Department of Transportation is constructing, reconstructing or otherwise changing a portion of the Public Road System, on SAWMILL BLVD. , 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 CITY COMMISSION OF THE CITY OF OCOEE FLORIDA; That the City of OCOEE enter into a RAILROAD REIMBURSEMENT AGREEMENT with the State of Florida Department of Transportation and the FLORIDA CENTRAL RAILROAD COMPANY, INC. Company for the installation and maintenance of certain grade crossing traffic control devices designated as Financial Project Number 437584- 1 -57 -01 on SAWMILL BLVD Company at FDOT /AAR Crossing No. 911368 -T Florida; and which crosses the right of way and tracks of the located near OCOEE That the City 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 Mayor and City Clerk be authorized to enter into such agreements with the State of Florida Department of Transportation; and the FLORIDA CENTRAL RAILROAD COMPANY, INC. Company as herein described; and That this RESOLUTION shall take effect immediately upon adoption. INTRODUCED AND PASSED by the City Commission of the City of OCOEE Florida, in regular session this day of , 2015 ATTEST City Auditor and Clerk (SEAL) Mayor - Commissioner TO: TO562GJ@dot.state.fl.us SUBJECT: FUNDS APPROVAL /REVIEWED FOR CONTRACT ARX11 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FUNDS APPROVAL Contract #ARX11 Contract Type: Method of Procurement: Vendor Name: FLORIDA CENTRAL Vendor ID: VF581706789001 Beginning date of this Agmt: 06/16/15 Ending date of this Agmt: 12/31/55 ***************************************** * * * * * * * * * * * * * * * * * * * * ** * * * * * * * ** ORG -CODE *EO *OBJECT *AMOUNT *FIN PROJECT *FCT *CFDA (FISCAL YEAR) *BUDGET ENTITY *CATEGORY /CAT YEAR AMENDMENT ID *SEQ. *USER ASSIGNED ID *ENC LINE(6S) /STATUS ***************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Action: LOA Funds have been: APPROVED 55 052000531 *A9 *131512 * 191705.00 *43758415701 *127 2015 *55100100 *088808/15 W001 *00 *AGR -1 *0001/04 ------------------------------------------------------------------------ TOTAL AMOUNT: *$ 191,705.00 ------------------------------------------------------------------------ FUNDS APPROVED /REVIEWED FOR ROBIN M. NAITOVE, CPA, COMPTROLLER DATE: 06/19/2015 i PROGRESS RAIL SERVICES A Caterpillar Company Quote Information Quote Number Created Date Account Quote Line Items 00009965 8/13/2013 Florida Central Railroad Company Company Address 1600 Progress Dr. Albertville, AL 35950 us Prepared By Title Phone E -mail 1.00 LOT Price Estimate For A New Grade Crossing Signal System Located On Sawmill Blvd. In Ocoee, Florida (DOT #911368T). Grand Total $14", 7-7-.80 t I it W." Garry Caudill Account Executive (502) 368- 6562 x2310 gcaudill @progressrail.com 41q11'70,5_ 1016 A LPL awc AR OW Q"T6 Shipping Information and Notes d ( q 1t 7051--op Shipping Info. Price includes the delivery, unloading and handling of the materials until the installation is complete and accepted by the customer. Notes Scope of Work: Remove and replace the existing signal system with a new system. The new system to include a new instrument shelter using a PMD -3 for (rain detection equipment and plug-in relays to control the signals. The new signals will be flasher and gates using 12" LED light units. Each signal equipped with pole mounted bell, gate mechanism, gate arm, counterweight arms, railroad crossing sign, emergency notification sign, foundation and wiring harnesses. Price includes all required ground materials to complete the system and all required FRA Rule 234 testing and documentation. The above price is based on the following provisions: 1. Price does not include tax of any kind. 2. Price does not include flagman for the crossing during train operations. 3. Commercial 110 volt ac power must be available within 75' of crossing. 4. Price does include estimated administration cost incurred by railroad. 5. Price does not include culvert or drainage work. 6. Price does not include retaining wall work or sidewalk repairs. 7. Price does not include any insulated track materials or installation. 8. Price does include conduits for under the roadway and track. 9. Price based on one crew mobilization. 10. Price does include railroad protective liability insurance. 11. Price does not include a bid bond, payment bond or performance bond. 12. Price does not include pavement markings or the advance warning signs. Installation is based on no hindering obstacles, such as rock, water, or utilities that may interfere with the installation and operation of proposed signal system. The above price is for budgeting purposes only and subject to change per final approved plans and detailed material lists. Delivery is estimated at 90 to 120 days after project is authorized. Crossing No: 911368T Roadway: SAWMILL BLVD RR Street: District: 5 County: Orange PUBLIC HWY AT GRADE Residental City: Ocoee IN CITY OPEN —TRACK ACTIVE Rank 2013: 2482 SR No.: RR Company: FCEN Rank 2012: 3117 CR No.: Division Name: TAMPA Date_ 6117113 ank 2011: 2533 US No.: Subdivision Name: ORLANDO Team members: Latitude: 28.605700 Branch Name: WINTER GARDEN ' Scott Allbritton RR Milepost: 836.70 Jim Garrey Longitude: - 81.500000 P John Garcia Henry Parrish Field Review Comments: L JI Team Recommendations:. �' /G S ❑A ❑S ❑ � Preempt I � Cabinet Cable Highway Speed: 25 ❑ Train Speed Range: 5 -10 ❑ Crossing Angle: 60 -90 DEG ❑ Max Time Table Speed: 10 ❑ AADT: 4545 (2008) ❑ Day Thru /Switch: 0/2 ❑ Percent Trucks: 0 (2009) ❑ Night Thru/Switch: 0/0 ❑ School Buses: 7 (2013) ❑ Train Service: Freight Street Types: ❑ Passenger Count/Day: 0 ❑ Thru Lanes: 2 ❑ Train Count Date: 10/17/2011 ❑ Aux Lanes: 0 ❑ Main Tracks: 0 Hazmat Route? NO ❑ Other Tracks: (1) Spur/Lead El Emergency Services Route? NO ❑ ❑ Emergency Notification Signs: N - - � ' � " Train Si g nals? NO E] O ❑ y - Y 2 ❑ Train Signal Proximity: ❑ Grossbuck(4x4 post): Grossbuck Sign: ❑ Train Detection: Constant Warning Time ❑ Stop Sign: 0 ❑ Event Recorder? ❑ Field Sign: ❑ I•, Number of Bells: 2 ❑ Low Ground Clearance Signs: 0 ❑ Post Mounted Flashing Lights: 2 ❑ Exempt Signs: ❑ ❑ respass Signs: ❑ Roadway Gate Count: 2 ❑ W10 -1 r2 EB WB NB SB Pedestrian Gate Count: El R10 -6a U4rg_1 Gates: 2 Quad El Lit +10 -2 R11 -2 W10.8 '* Cantilevered Flashing Over Traffic: 0 ❑ � 1,N10 -3 R15 -2P W10 -9 Cantilevered Flashing Not Over Traffic: 0 ❑ 4A110 -4 R15-6 W10-9P Intersecting Roadway? YES ❑ i W10 -11 R15 -6a W10 -11a Signalized? NO ❑ VV10 -12 R15 -7 W10 -11 b — Interconnection: Not Interconnected R3 -1 a R15 -7a W10 -13P Traffic Signals Controlling? ❑ R3 -2a R15 -8 W10 -14P ❑ Preemption: R8 -8 Pvt Crossing W10 -143P Traffic Pre - Signals? ❑ R8 -9 Look Out W10 -15P 8" Count: 0 ❑ R8 -10 R8 -8 wBeacon Slow � 12" Count: 8 ❑ R8 -10a W3 -1 W10 -1w /Beacon LED Count: 0 ❑ -71 10.6 W3 -3 LED Signs f Install - Upgrade: -- 01/0311989 ❑ Surface Installment Date: ❑ Maintenance Responsibility: CITY Surface Type: RUBBER ❑ Roadway Paved: YES ❑ Pvmt Mrk: STOPLINES AND XING SYMBOLS ED, .�, Tracks run dawn street? NO ❑ Redo Mrk: EB WB NB SB Trim Trees: EB WB NB SB j Sidewalks on Crossing Approach? YES Approach: LOS A = Smooth ❑ i I Sidewalks Thru Crossing? YES ❑ Vehicle Reaction: LOS B = Vibrating ❑ (I Crossing illuminated? YES ❑ Driver Reaction: LOS A = No reaction ❑ I Commerical Power? YES ❑ r2ail /Pad Movement: LOS A Smooth ❑ native tower? - _ `,_ NO ❑ Alter jIncident History: Recommended Warning Device: FL of Heads Flashing rnalely In Ar1,ee e Stationary Background J •••t••••; •r•- B" Letler ^ Y. To Form A Part on 0/ flasher Cabinet / (Series 'C9 D,sl Ance Message When (Signal Flasher, Manual Test "STOP AHEAD" sign Is Switch; Normally Closed. 1 Sir, ::. ..... In Closed Mode. Push Button. Control Relay) 6 lJ Folding � Si n FEET A :: Cog,l m 5ystern �•�•�• Folding Slgn Control • — _ (Open) Systen, Pulling Elbow (Closem (Type LB) (T ID Min.) I�Shoulde, .tb Install Bushing To Protect 2 b a I Grade At Edge Wires From Charing Y — � OF Travel Way Class) Concre NOTE; I. 'STOP AHEAD" Is standard and preferred sign message. FRONT VIEW SIDE VIEW Another message may be approved when appropriate for specific situations. The D,stanre IS Measured Along R,qht Edye Of Prve. —t Fr nm RR St no Oar Tn 5,9n Ad-nre Vin 1-9 Sign LOCATION OF THE ADVANCE WARNING SIGN ISPE111 DISTANCE (mph) (it) Mm. 50 30 75 40 115 50 750 Ail,. �'lnrnrny Rnwer 5er vrre — S,qn Pull \� Bores 6 55 375 RR Cnnln, Cnhrnw Tn Gu,un Nor malty i In >,•d P'Il v (FurnrsheA B, Rol X Pull Inn Nnn,r 5parrng Aa'Power Se, vrre Advance Warn,ng Sign (Location May Br. Ad)ustrd Tn F,t Field [onmlronl TYPICAL PLAN e VV Pull Box 6 r•;,�•' %.'� bushed Rock 1" PVC Conduit Y,lo��l Flashrnq Beacon i D Ihlr CuaW `lusher 0 e I C I Fln Sher Sign in, nr Cti t I can,»rl Motor o� I Cirrurf Manual Test Snitch Terminate Shielc To Safety Ground At Sign Control Circuit Only I [f Bo FRONT VIEW slaUCC AI RR R,ghl 111 V /a, PASSIVE STATE ACTIVE STATE (TRAIN CIRCUIT NOT ACTUATED) (TRAIN CIRCUIT ACTUATED NOTE' From Rarl /and Cunt, ell ( Conduit and cable lrum cabinet et to th tlusrn Cabinet 1lit,I lly box shl RR controller tabinll fo the runrt,on Closen RPlayl Ana .hall he IurmSh h rn<I allrrl Ily RR FUNCTIONAL BLOCK DIAGRAM LAST p DESCRIPTION: 2OIS INDEX SHEET REVISION IHI I FOOT I ADVANCE WARNING FOR RJR CROSSING NO NO 07101105 W ...� DESIGN STANDARDS 17881 ]of 1 Weatherlight Cap Signal Heads Nol Two 8' Signal Heads A"ive In Passive (yellow Lensl State ® � Slip fit Collar Sign No WIO -1 (36') a" Aluminum Pipe �R R Stationary Background To d" Aluminum Pipe _ form A Portion Of *STOP AHEAD " Sign In Open Mode. - (0.188" WAIT Thickness) Sign Control yellow Wiring Be As Rrcnmmendrd By Manufactct urer of Heads Flashing rnalely In Ar1,ee e Stationary Background J •••t••••; •r•- B" Letler ^ Y. To Form A Part on 0/ flasher Cabinet / (Series 'C9 D,sl Ance Message When (Signal Flasher, Manual Test "STOP AHEAD" sign Is Switch; Normally Closed. 1 Sir, ::. ..... In Closed Mode. Push Button. Control Relay) 6 lJ Folding � Si n FEET A :: Cog,l m 5ystern �•�•�• Folding Slgn Control • — _ (Open) Systen, Pulling Elbow (Closem (Type LB) (T ID Min.) I�Shoulde, .tb Install Bushing To Protect 2 b a I Grade At Edge Wires From Charing Y — � OF Travel Way Class) Concre NOTE; I. 'STOP AHEAD" Is standard and preferred sign message. FRONT VIEW SIDE VIEW Another message may be approved when appropriate for specific situations. The D,stanre IS Measured Along R,qht Edye Of Prve. —t Fr nm RR St no Oar Tn 5,9n Ad-nre Vin 1-9 Sign LOCATION OF THE ADVANCE WARNING SIGN ISPE111 DISTANCE (mph) (it) Mm. 50 30 75 40 115 50 750 Ail,. �'lnrnrny Rnwer 5er vrre — S,qn Pull \� Bores 6 55 375 RR Cnnln, Cnhrnw Tn Gu,un Nor malty i In >,•d P'Il v (FurnrsheA B, Rol X Pull Inn Nnn,r 5parrng Aa'Power Se, vrre Advance Warn,ng Sign (Location May Br. Ad)ustrd Tn F,t Field [onmlronl TYPICAL PLAN e VV Pull Box 6 r•;,�•' %.'� bushed Rock 1" PVC Conduit Y,lo��l Flashrnq Beacon i D Ihlr CuaW `lusher 0 e I C I Fln Sher Sign in, nr Cti t I can,»rl Motor o� I Cirrurf Manual Test Snitch Terminate Shielc To Safety Ground At Sign Control Circuit Only I [f Bo FRONT VIEW slaUCC AI RR R,ghl 111 V /a, PASSIVE STATE ACTIVE STATE (TRAIN CIRCUIT NOT ACTUATED) (TRAIN CIRCUIT ACTUATED NOTE' From Rarl /and Cunt, ell ( Conduit and cable lrum cabinet et to th tlusrn Cabinet 1lit,I lly box shl RR controller tabinll fo the runrt,on Closen RPlayl Ana .hall he IurmSh h rn<I allrrl Ily RR FUNCTIONAL BLOCK DIAGRAM LAST p DESCRIPTION: 2OIS INDEX SHEET REVISION IHI I FOOT I ADVANCE WARNING FOR RJR CROSSING NO NO 07101105 W ...� DESIGN STANDARDS 17881 ]of 1 Rdi li or)d J3le Jr Si,l n.rl r1�i•1 C,il.• Crosson Shoulder Pavement SIGNAL PLACEMENT AT RAILROAD CROSSING (2 - LANE DESIGN) General Notes I Nn gtlar rli ail is prc0ased Inc signals. hnrrr•v rr, <i it In: nr nl in'Ii art all enuarront device may be specified (or rri tarn locations 2 advance tl3she� to he installed when and it rolled for in plons at sponirci(tons. 3 Top of foundation shall be no higher than a" about linishrd <hruld- grad, - Railroad Carl, Signal And Gale 10' Min.- ------------------- Shoulder Line Pavrn; rut Edgr (iravtlwayl 10' Mini —� Railroad G.& Or Signal And Gate 4. Type of traffa control device 1 Flashing signals 11 Fla, I y signals with cantilever Ill Flashing signals with gale IV Fldshrng signals .,,In cantilever and gate V Gate 5. Class of traffic cuntrul devices 1 Flashing signals -one track 11 Flashing signals - multiple tracks III Flashing signals and gates -one track tV Flashing signals and gates- multiple tracks G, Tvnr, Back -To -Back Highway Cr055rng Flash(•, Units Pell tl flin P(•r C'ossmnl Lowest Point Of Overhead Signal Unit Balk- To -8nck Flasher Unrr5 I Crowii n( ,) zr' Crown Of Honnwny o I Roadway r T, a-1-1) 10' Mrn Tr avtlway ' Pav(•J J rn�J" At., Shoulder TYPE I LAST jZ01 DESCRIP71ON; REVISION 07/01113 Crossing Shoulder Pavement See Indev No. 560 , -1= - -- E Median- - - - - -- -------- - - - - -- -- - - - - - - - - - - - - - - - - - Medlan SIGNAL PLACEMENT AT RAILROAD CROSSING (4 • LANE DESIGN) Gong Type H /gh, Crossing Bell 0 Min, Per Crossing) to e � A ' t0' Min. Paved Shoulder J" Mav TYPE II Back -To -Back Flasher Units Edge Of Backgrouna 0r Part Nearest Highway Flasher Units Crown Of i5 Roadway 27 Travelway A 1� 2015 FDOT DESIGN STANDARDS Railroad Garr Or Signal And Gale Pavement Eege' Troia line or Cu (f I'I Cenl er , y _ 0' Min 01 Travel�yay t IIt t�l tlti ONE -WAY TWO -WAY TWO -WAY (Mountable Curb Undivided Divided Mull:lane Or Shnnlder) 2 0, a L.11e< lMniinl .tlrlr• Ciri hl Note A rows tlen0(e nip erf inn al li,ivel oaf p,ivr:`er`r Tine 4ing� FIGURE 1 Gale Length Rerl­i e. »viii Src Not, 5 sheet 3 Note Two scparalc foundalrons may be rcguri cd lone. !ai srgnnl s, one for gate), depending c, type of egorpment used When 10' Is deemed inlpraCiCle the (Ordeal devrCe Can be located as close as 2' iron, the edge of a paved shoutder but not less than 6' from Ile edge of the near traffic lane 16" Alternate Reflcctorlicd Red And Whire Sneeting. Both to Sides p Crown 01 Roadway �`— 51' Max. TravelwaY I� 'D e 51' ina: t0' Min " Paved Shoulder 11'— A" Max. I L I u 1 Paved Shaul, l,, I Mai' TYPE III See FIGURE I TYPE IV INDEX I SHEET RAILROAD GRADE CROSSING No ND TRAFFIC CONTROL DEVICES 1 17882 1 of 4 Val "I Back -To -Back Flasher Units Lowest Point Gang Type Of Overhead 4r91way Signal Unit Cr ,sing 801 (1 Mrnrn +um Per Crassingl /2 ApproaCh Width 9X �O Nuntoer OF Track 2 n Balk -TO -Bark O Number Of T—k Lp Dq Signs Is The Signs I5 The Option 01 The to i Flasher Units 2 inn 01 The Installing Agency TRACKS Installing AOCncv his When Automatic -. when Atlio"al , bates Are Used. x — — ,� ,� Gates 4.e Used 16" Alternate Reflcctorlicd Red And Whire Sneeting. Both to Sides p Crown 01 Roadway �`— 51' Max. TravelwaY I� 'D e 51' ina: t0' Min " Paved Shoulder 11'— A" Max. I L I u 1 Paved Shaul, l,, I Mai' TYPE III See FIGURE I TYPE IV INDEX I SHEET RAILROAD GRADE CROSSING No ND TRAFFIC CONTROL DEVICES 1 17882 1 of 4 Back -TO -Back Flasher Units varies Lowest Point Gong Type HighAs f Overhead flossing Erl1 /ignal Unit Per Cros S,nC) Ear k.7n -Eai —� fl Flo her Units APPruachdth 5.. r Dawn 01 — _ al,a m Ita,vl••nr Roadway j Min 24" to Tr,t,rlw.ly avehyay I ^ A r- -- ` tirdfw.uY 4" Mar � L Sidewalk Vanes TYPE I TYPE 11 Gang Typr Highway C,ossinq Bell 11 Minimum) Per Cr nsslnp Flasher Units \ Flasher Units Eart and Or Part Nearest Roadway 16" Alternate Rellertri—ed Red And White Sheeting. lv — Both Sides — Crown Of Roadway Tra-livoy 10 a fe m 4" Maxim L - t— See FIGURE I TYPE 111 LAST p DESCRIPTION; �. � 2O1S REVISION N FQ(0 "Ik 07101114 w —VV DESIGN STANDARDS C GENERAL NOTES I The location of foal ii aq signals and stop line, shall be eslabh Shed based on (inure for prescal) iastallal ion 0( gate with app, 0prate to clearances 2. Where plans call lot railroad toxic conllal rie—CS to he lasta 12' -6eA n curbed edans. the ,.,a . ....... nirdan width or 3 Location of railroad traffic control devire is based on the distance available between lace of tut b 6 sidewalk U' to 6' - LOCatc dcvlrr ort ti dr sidewalk Ovrr 6' - Lorarr drv,rr .brtwrra race or curb and sl0ewalk 4. Stop line to be perpendicular to edge of roadivay appr0, 15' from redresl rail; a' 8' from and parallel to gale when plesenl 5 When a tdntllevered -arm flashutg -119111 signal is used. Itte m-aitial vertical clearance shall be 17' -6" room above Ire Crown of Roadway to the Lowest Prior at far Overhead Signal Unrt As A Minimum, Position One Flasher Unrt Ovel Lane Separation Lines (Mare Than One Flasher Unit 11 There Are More Than 2 Approach Lanes). Back -To ' Back Varies Flasher Units Lowest Point Gong Type Of Overhead Bell 11 y Co ossutq Signal Unit Q Berl II Minununtl Pei Crossing r Number 01 Back -Tn -Bark Number Of ° Tracks Signs Is Flasher UmtS O V TraCkS $i9n.s 15 The Option Of ( The Option OI ) The installing The In 5l alhng Agency Whrn 'i Agrniy When L Automatic Gates U Aop rbd[It � ' I 1 AUt alnali( GafeS Arr Used. 2 Width Min. TR YCxs qtr I /sin n b, 16" Alternate Reflector Whet 1S Edge Of 15' r Red And White sr;. 27" Part y_ Sheeting, Both I Neal rsl Side.S u High ,, al• Crown Of a Ir Roadway �� — — A Ti avel'ay 16 r Max \ 7 -6" 5I' Ma. 7 Travelway 51 � � � 6' Min $ldrwalk— I�M�it / $idiwall `— 4" Max L 4° alai J.. Mar See FIGURE I TYPE IV TYPE V INDEX SHEET RAILROAD GRADE CROSSING NO NO TRAFFIC CONTROL DEVICES 17882 2 of 4 RAILROAD CROSSING AT RAILROAD CROSSING AT RELATIVE LOCATION OF CROSSING TRAFFIC TWO (2) -LANE ROADWAY MULTILANE ROADWAY CONTROL DEVICES 51o0 Bar Per prndreulai In Env 01 Tr 1v 1 Way 0, 8' Frum 6 Parallel Tv Cate when Present 24" White �\ Rtlurc colt �I Loca' Stop Bar Perpendicular to Edge 01 Travel Way Or B' Frum & Parallel To Gate When Present, 24" White See Note 5 1a m �- i f 6` Ohl Yellow r _ °1 Future Gnlc I /I,, Location hit 24" V/e 24" While a T \ R R `WIO -1 r 5- Nute 5 \—4* to I 24" White Gate Or Pavenunl Flashing Signal nlessug(• with bates Vthfre M 5• R8 - 8 Stop Line g For Use Near Signalized Intersection FlaShrn Signal III Net Will Gatcl Edge 01 Travel way As Regrured 24` white Railroad Protection Device Is Not To Be Located Within 17 01 The RR Center Line. 6' ON Yellow -` b C R R - Ai 14" White � - Y�l r 16 24 White SPEED A " I (mph) (ft) 60 400 55 325 50 250 45 175 40 125 35 IOU URBAN 85 MIN. r 5- Nute 5 \—4* to I 24" White Gate Or Pavenunl Flashing Signal nlessug(• with bates Vthfre M 5• R8 - 8 Stop Line g For Use Near Signalized Intersection FlaShrn Signal III Net Will Gatcl Edge 01 Travel way As Regrured 24` white Railroad Protection Device Is Not To Be Located Within 17 01 The RR Center Line. 6' ON Yellow -` b C R R - Ai 14" White � - Y�l r 16 LAST 0 DESCRIPTION: 2015 NEVISION N FDOT RAILROAD GRADE CROSSING INDEX 51NOET 071011101 ¢I I �- DESIGN STANDARDS TRAFFIC CONTROL DEVICES ]7882 3 of 4 NOTES: 1. When conpuling pavement message, puanlflies do nol inrrude traverse Imes. 2. Placemenl of sign W10 -I in a residential or business di sir ir! — where low speeds al c• pr uva le n t, thi' W10 -1 sign may bc• 11a 1 a minimum 0lztanre of 100' from the crossing Where street in er SPctinns ncrur helwPPn the RR pavenwnt ir'-9P and IhP tracks an adrIff—al W10 -1 sign and addrtrunal pavement message should be used — 3 A portion of the pavement markings symbol should be directly opposite the W10 -1 sign 4 Recommended location for FTP -61 -06 or FTP -62 -06 signs. 100' •o urban and 300' rural. Scc Indcx 17355 for sign dclads - S. Gate Length Reguiremenls For Two -way undivided .S oons The gate should extend to within V if the center line 0n muNiple apProaches the moxrmu 1 gate length racy not rea(h to within 1' of the renter hnc. Fir thnsr fa S. tho nrsfan'r — — from the gate to the center fine shall be a ma +rmum Of 4' -- FOf one-way Or tlivldPd sections The gale shall be Of sufficient length Such lh,f l;e tli sran<P from the gate tip to lhc• inside (•dge of Oav riuns nr.r+i mum f i _ Of 4'. -- 4 LAST 0 DESCRIPTION: 2015 NEVISION N FDOT RAILROAD GRADE CROSSING INDEX 51NOET 071011101 ¢I I �- DESIGN STANDARDS TRAFFIC CONTROL DEVICES ]7882 3 of 4 Sp—hud length Of 6,tv A-, Prrf St—oy C.n RM Fl -111'a LIONS � I 6 I I Fed 16" 16" _ Vl hl(e — Crown Of Roadway Travel Way RAILROAD GATE ARM LIGHT SPACING Specified Lengthl Dimension Dimension Dimension Of Gate Arm "A" "B" "C" 14 Fr 6" 36" 5' IS Fr 18' 36" 5' 16 -17 FI 14" 36" 5' { 19 -19 Ft 18" 41" 5' 19 -13 Fl 16- 4' 5' { 74.18 FI 5' 51 1931 Fr 36" 6 6' .1• :4 FI 36" 7' 7' 3537 F! 36° '), 9' 38 And Over 36" 10' 10' LAST DESCRIPTION' REVISION � 01101112 i 1j' -5" Mln. f ^ I a N 7�tititit PLAN NOTE: For additional information see the "Manua, On Uniform Traffir Control Devices ". Part 8: The "Traffic Control Handbook" , Part VIII: and AASHTO "A Policy On Geometric Design Of Streets And Highways ". MEDIAN SIGNAL GATES FOR MULTILANE UNDIVIDED URBAN SECTIONS (THREE OR MORE DRIVING LANES IN ONE DIRECTION, 45 MPH OR LESS) 2015 FS OT DESIGN STANDARDS � Mc Type F Curo 6" Mln Height „ 1'-6' Mini MEDIAN SECTION AT SIGNAL GATES RAILROAD GRADE CROSSING TRAFFIC CONTROL DEVICES INDEX I SHEET NO NO ]7 882 4 of 4