Exhibit A - Scope of Services.pdf

State of Florida Department of Transportation

Exhibit “A”

Scope of Services

Central Florida Rail Corridor (CFRC) Track Improvements

– Multiple Locations

Financial Projects Number(s): 412994-4-52-33, 412994-8- 82-54, 412994-8-82-55, 412994-8-82-56, 412994-8-82-47

DOT-RFP-25-5002-TIML

EXHIBIT A – SCOPE OF SERVICES

DOT-RFP-25-5002-TIML

Central Florida Rail Corridor (CFRC) Track Improvements – Multiple Locations

(TIML)

GENERAL

The Vendor shall provide the work detailed in this Exhibit “A”, Scope of Services. The services shall include all work shown in the Contract Documents (plans, specifications, and permits), included as attachments to this Scope of Services. All work shall require coordination with the Department’s CFRC Operations and Maintenance (O&M) Contractor and the CFRC Signals Maintenance Contractor to perform the work, and include, but not be limited to available work curfews and Track Protection Services, if necessary, depending on the means and methods.

1. Vendor Coordination

i. Vendor acknowledges and agrees that the Department has a contract with another vendor to provide commodities and/or services in connection with the work being performed by the Vendor under this agreement which may be ongoing at some or all of the time that Vendor may desire or plan to perform work under this agreement. Vendor shall be responsible for assuring that the work under this agreement is coordinated with the work that other vendors are or will be performing so that no claim is made by the Vendor or any such other vendor. In the event of any potential, claimed, or actual conflict in timing, design, or any other matter, Vendor shall immediately, without the need for notice or demand from the Department, take any and all steps necessary to immediately eliminate the conflict.

Vendor shall be entitled to a time extension for its performance obligations under this agreement, if necessary, for the Vendor to comply with these obligations. Vendor shall be responsible for all costs and expenses associated with any such claims of other vendors. In the event of any violation of these conditions by the Vendor, Vendor will be deemed to have committed a material breach of this agreement. In addition, Vendor acknowledges and agrees that any such violation of these conditions constitutes an imminent and substantial threat to the public health, safety, or welfare, entitling the Department, in addition to any other remedies which may be legally available to the Department, to immediate temporary relief.

ii. No payment, compensation or adjustment of any kind (other than extensions of time for completion as may be otherwise granted pursuant to other provisions of the contract documents) shall be made to the Vendor for damages because of hinderances or delays arising out of or connected with the requirement set forth above to coordinate with other vendors performing work, regardless of the cause of such hinderance or delays and whether such hinderances or delays be avoidable or unavoidable, and the Vendor agrees that it will make no claim for compensation, damages or mitigation of liquidated damages for any such hinderances or delays and will accept any extension of time otherwise granted pursuant to other provisions of the contract documents as full satisfaction for such hinderances or delays;

provided that nothing herein shall obligate the Department to grant an extension of time not otherwise due and the failure of the Vendor to be granted an extension of time shall not create any entitlement to compensation, damages or mitigation of liquidated damages.

iii. Notwithstanding sections above, Vendor shall not be held liable for any additional costs or expenses arising out of or connected with the requirements for coordination resulting from circumstances out of the control of the Vendor or despite commercially reasonable efforts by the Vendor to resolve the situation.

SERVICES TO BE PERFORMED

2. For the Scope of Services, refer to the following Appendices:

i. Appendix 1 - Scope of Services and Plans for Project 1 – CFRC CP789 Universal Crossover – Special Track Installation

ii. Appendix 2 – Scope of Services and Plans for Project 2 – CFRC MP 811.3 and MP 813.8 Rail Renewal

iii. Appendix 3 – Scope of Services and Plans for Project 3 – CFRC Grade Crossing Surface Rehabilitation

iv. Appendix 4 – Scope of Services and Plans for Project 4 – CFRC MP 806.3 Construct Maintenance of Way Storage Track

3. Work Windows Project Track

No.

MP MP Day Start

Time Finish Time

Limit Comments

1 1 & 2 789.48 790.23 Sat/Sun 0600 2300 Weekends only. See Notes 1,2,3,4

UXO – North of LYNX SunRail Station

2 1 & 2 811.4 813.4 Weeknights Weekends

9 hours 17 hours

Replace 122 lb & Old 115lb rail with 136 Ib CWR

3 1 & 2 TBD TBD Weeknights Weekends

9 hours 17 hours

Grade Crossing Surface renewal

4 2 806.3 806.3 Weekend for Turnout install

0600 2300 17 hours MOW Storage Track

Notes:

Amtrak operates six trains per day, seven days per week. Two trains operate north of MP 766 Amtrak VSMF, Sanford.

The Vendor shall coordinate work activity to allow Amtrak trains through the Vendor’s work zone upon arrival.

The Vendor is limited to performing work that requires fouling mainline track on Weekends and Weeknights as shown above, or as approved by the Department.

4. Working on the CFRC Corridor

i. The Vendor shall furnish and install all services and materials necessary to complete the work, in compliance with the Technical Requirements, the CFRC Maintenance of Way Instructions (MWI), American Railway Engineering and Maintenance-of-Way Association (AREMA) recommended practices, Florida Department of Transportation Specifications and Approved Products List, Federal Railroad Administration (FRA) requirements, and CFRC’s CFOMA (Central Florida Operations and Management Agreement).

ii. The Vendor shall provide a Project Construction Safety and Security Plan with site-specific elements, health and safety training of personnel, emergency preparedness, and response to environmental spills.

iii. The Vendor shall submit a Change Request Form to the CFRC Change Control Board (CCB) for approval prior performing any work in the field as defined in the CFRC PTC Critical Asset Control Procedure Standard Operating Procedure (SOP) within the CFRC/SunRail Configuration Management Plan.

iv. The Vendor shall coordinate with the Department to ensure that the activities by others, i.e., the SubDiv file, has been updated and the Field Critical Features Validation (CFV) has been completed, prior to commencing the Scope(s) of Services.

v. The Vendor shall coordinate all work with the Department and the Department’s Signal Maintenance Contractor responsible for the signal system work at these locations and the CFRC CCB.

vi. The Vendor shall comply with all requirements for working within the CFRC railroad right-of-way (ROW). All workers who enter the CFRC (Vendor employees and subcontractor employees) must possess a current CFRC Roadway Worker Protection (RWP) certification.

vii. All workers shall have the Vendor’s background investigation completed and have met the Vendor’s minimum-security clearance requirements. The Department has the option to request documentation from the Vendor of the background investigations completed for all employees working in the

CFRC ROW.

viii. The Vendor shall be responsible for scheduling the requisite Track Protection Services with the Department’s O&M Contractor when workers are located within the CFRC ROW. In no event shall the Vendor be within the CFRC ROW without appropriate on-track protection.

ix. Trackwork windows shall be in accordance with the CFOMA. All tracks shall be returned to service with the appropriate slow order to accommodate train service.

x. Services shall be planned to avoid impacts to SunRail passengers and operations, and operational activities within the CFRC, including tenant railroads.

xi. In double track territory, one track shall always remain open/available for train traffic between control points to allow train traffic to pass. The Vendor shall coordinate with the Department to establish work windows that will accommodate the scheduled Amtrak service during all construction. The only exception will be for Project 1 Universal Crossover Installation. Both tracks can be removed from service temporarily to complete the crossover middle track section during the period of time between Amtrak Trains.

xii. The Vendor will coordinate closely with the Department to determine requirements for potential track outages. Prior to any planned track outages, the Vendor shall coordinate with the Department to minimize disruption to CFRC operations.

xiii. The CFRC Orange Fence and Communication Policy may be used to facilitate construction activities, as accepted by the Department.

xiv. The Vendor shall assume Vendor supplied rail mounted equipment can be stored on the CFRC at the any of the following locations:

Vehicle Storage and Maintenance Facility (VSMF), MP 765, Sanford

Track No. 3 (put Out of Service) at SunRail Orlando Amtrak MP 791.3

Vehicle Storage and Light Maintenance Facility (VSLMF), Poinciana MP 813.7

The new MOW storage track at MP 806.3 (Project # 4)

5. Railroad Utilities

i. The Vendor shall be responsible for maintaining all existing utilities within the work location. The appropriate utility coordination is the responsibility of the Vendor. The Vendor shall coordinate all construction activities with the Department’s Signal Maintenance Contractor and the O&M Contractor’s Communications Department for the necessary support to identify, locate, protect, and restore all railroad utilities affected by this construction activity.

ii. The Vendor shall coordinate no less than 14 days in advance with the Department’s Signal Maintenance Contractor for CFRC Signal and Communication’s Locates.

iii. The Vendor shall follow Department standards, policies, and procedures for utility coordination. It is the responsibility of the Vendor to perform all work in a manner that prevents damage to any underground utilities or underground facilities that exist within the limits of the Department and

CFRC ROW.

6. Quality Management

i. The Vendor shall be responsible for developing and maintaining a Construction Quality Control Plan (CQCP) in accordance with Section 105 of Standard Specifications which describes their Quality Control procedures to verify, check, and maintain control of key construction processes and materials.

7. Disposal of Material

i. The Vendor shall provide Request for Disposition of Material forms for review and acceptance by the Department for any Scrap, Salvage and Obsolete Material that occurs, in accordance with the CFRC SOP.

ii. The Vendor shall be responsible for the removal of all scrap material in accordance with Local, State, and Federal environmental regulations.

iii. The Vendor shall be responsible for the disposal of all surplus and unsuitable material within the project limits within seven days of project completion and in compliance with the Original Agreement.

8. Construction, Engineering and Inspection Services

i. The Vendor is required to schedule the Construction Engineering and Inspection (CEI) Consultant services a minimum of two weeks in advance of the planned work. The Vendor shall coordinate with the Department for these services.

ii. The Vendor shall notify the CEI Consultant prior to any meetings, coordination or interactions with the Local Stakeholders and Utilities and shall document details and report all such interactions to the Department.

iii. CEI Consultant services are to be provided under a separate contract with the Department at the Department’s expense.

9. Notice to Proceed

i. Prior to Notice to Proceed, the Department shall hold a Pre-construction meeting with the Vendor to review the work, schedule, contract, invoicing requirements, safety, and coordination procedures between the Vendor, CFRC, and the Department and its CEI Consultant.

ii. After Notice to Proceed, the Vendor shall provide a Site-Specific Safety and Security Plan, including Emergency Response and Spill Prevention Response.

10. Additional Services

i. At the sole discretion of the Department the Vendor may be requested to perform Additional Services that are outside of this current Scope of Services on an as-needed basis as described in Exhibit B to this Agreement.

ii. These Additional Services may include but are not limited to additional track installation/renewal (rail and ties, ballast and sub-ballast, ), special track work to replace/renew mainline turnouts and sidetrack turnouts, grade crossing surface replacement, additional roadway grade crossing improvements, material supply, and other items to be determined.

iii. The Scope of Services shall be determined at the time the work is required, and the Department may authorize these Additional Services as a Contract Amendment, Miscellaneous Work Authorization (WA), or by an Emergency Work Order (EWO) issued at that time in accordance with Exhibit B, Method of Compensation.

iv. Emergency Work Orders shall be authorized for urgent changes necessary to complete additional services and avoid delays. All changes in scope and fee for work to be performed shall be negotiated and approved by the Department prior to the commencement of any work.

v. Work efforts for any potential additional services will be negotiated with the Department as additional services are identified. The Vendor shall not initiate additional services until the Department issues a supplemental agreement for these additional services.

vi. The Department may seek federal reimbursement for these Additional Services. The Vendor shall complete the applicable contract provisions for federal contracts and coordinate with the Department’s Residential Compliance Specialist assigned to the project for the process to complete the Disadvantaged Business Enterprise (DBE) usage.

11. Warranty

Any item or material furnished and/or installed under this contract found to be defective within two years after final acceptance, shall be repaired, remedied or replaced by the Vendor free of all charges to the Department, including transportation, removal of defective material, and installation of new material.

12. Progress Reporting/Coordination

i. A progress report shall be provided seven days after services are authorized and weekly until the work is completed or as requested by the Department. Progress meetings will be held as requested by the Department.

ii. The Vendor shall coordinate all project construction activities and schedule with the Department, CEI Consultant, and the Department’s Signal Maintenance Contractor for this project.

iii. The Vendor shall notify the CEI Consultant and the Department prior to any meetings, coordination or interactions with the Local Stakeholders and Utilities and shall document details and report all such interactions to the Department.

iv. The Vendor shall coordinate with these Department‘s contractors to minimize the disruption to roadway, pedestrian, and railway traffic.

13. Submission of Plan/Working Schedule

The Vendor shall provide a Work Plan and Project Schedule for each project a minimum of 30 days prior to commencing work. The plan and schedule shall include all activities of the Scope(s) of Services and shall show task durations and sufficient detail to allow an analysis of time required to complete each project.

14. Service Period

i. Services shall be authorized to commence upon execution of this agreement and approval of the CFRC CCB that all conditions related to impacts to the CFRC SubDiv have been addressed. Services shall be completed within 365 days or within such time as granted in writing by the Department. The Contract term shall continue until the expiration date referenced in Article 3 of the AGREEMENT BETWEEN DEPARTMENT AND CONTRACTOR, as it may be revised from time to time. It is the responsibility of the Vendor to ensure adequate service time remains and request additional time from the Department if needed.

ii. Any work performed by the Vendor prior to receipt of an executed Agreement issued by the Department or after expiration of the service period shall be considered unauthorized work and the Vendor shall not be entitled to compensation for said services.

iii. Project 1 – MP 789.8 Universal Crossover CP 789 – Special Track Installation shall be completed within 90 days from Notice to Proceed.

15. Services/Materials Provided by the Department

i. The Department shall provide payment for Signal Locates as required to complete the Scope(s) of Services under separate agreement.

ii. Where applicable, PTC support services shall be provided under a separate contract between the Department and the Department’s Signal System and PTC Contractors.

iii. The Department shall be responsible for notifying the tenant railroads of the upcoming work schedules.

Appendix 1

Scope of Services and Plans for Project 1

CFRC CP789 Universal Crossover – Special Track Installation

A-1 Exhibit “A”, Scope of Services, Project 1 CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33

Project 1 – CFRC CP 789 Universal Crossover – Special Track Installation

1.0 OBJECTIVE:

As part of the CFRC Capital Improvements Plan (CIP) for FY24, the Department has identified the need for installation of two No. 15 crossovers and rail to establish a universal crossover near LYNX SunRail Station for the new CFRC Interlocking CP 789 at MP 789.8. One crossover will be north of Concord Street and the other crossover will be south of Concord Street. The maximum authorized speed at this location is 25 mph for freight and 30 mph for passenger. Project 1 is the highest priority project of the four projects and shall be completed within 90 days of Notice to Proceed.

2.0 SERVICES TO BE REQUIRED

2.1 The special trackwork shall consist of installation of the two new No. 15 crossovers (provided by the Department), new special trackwork hardware, new rail, new ties, new ballast and sub-ballast, and new other track material (OTM), as well as performing lining and surfacing, track stabilization to be achieved using a slow order and tonnage, field welds, and all other tasks needed to complete the project.

2.2 The Vendor shall install insulated joints on both tracks on the mainline track 50’ north of the point of switch of the northern switch in the new crossover.

2.3 Because the maximum authorized speed at this location is 25 mph for freight and 30 mph for passengers, a dynamic track stabilizer to minimize slow orders is not required. Slow Orders shall comply with CFRC Maintenance of Way Instructions (MWI) 1109 – Temporary Speed Restrictions/CFRC Continuous Welded Rail (CWR) Plan.

2.4 The Vendor shall conduct an elevation survey before construction begins and provide it to the Department prior to initiating construction. All special trackwork shall be installed at the same elevation as was measured prior to construction.

2.5 The Vendor shall submit a Change Request Form to the CFRC Change Control Board (CCB) for approval prior to any changes in the field in accordance with the Original Agreement.

2.6 The Vendor shall coordinate with the Department to ensure that the activities by others, i.e., the SubDiv file, has been updated and the Field Critical Features Validation (CFV) has been completed, prior to commencing this Scope of Services.

2.7 The Vendor shall coordinate turnout installation with the Department’s Signal Maintenance Contractor.

2.8 The Vendor shall coordinate Track Protection Services with the Department’s O&M Contractor under this agreement as part of the Lump Sum Price as a separate line item for these services.

2.9 The Vendor shall submit to the Department a Schedule of Values (SOV) for this

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CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33 project.

2.10 The Department shall inspect the work prior to acceptance and any deficiencies found shall be corrected by the Vendor prior to final acceptance.

3.0 LABOR, MATERIALS AND EQUIPMENT

3.1 The Vendor shall furnish and install all services, equipment and materials necessary for the installation of special trackwork in accordance with the Original Agreement with exceptions as listed below and in Section 5.0.

3.1.1 The Vendor shall furnish, distribute, and install all other materials (OTM, welds, etc.) as necessary to complete the work.

3.1.2 No permanent bolted rail joints shall be permitted. All insulated joints not shown to be replaced shall remain in track or be reinstalled following the CWR installation. The rail sticks shall be welded to the lengths needed and field welded using thermite welds. Field welding shall comply with CFRC MWI 801-06 – CFRC Welding Manual.

4.0 CRITICAL TECHNICAL REQUIREMENTS

The following outlines the critical technical requirements for the special trackwork elements of the project.

Ballast and Sub-Ballast o AREMA gradation 4A o Eight (8) inches minimum below bottom of tie o Compact/roll ballast prior to track panel installation o Sub ballast to be a minimum six (6) inches of crusher run o Roadbed shall be excavated, and new ballast and sub ballast shall be installed to the full extents of the approach ties o If hard pan is found no new sub ballast is required o See CFRC MWI 301-04

Rail o 115RE SS rail to be used o All rail joints shall be Thermite Welded o Transition rails shall be used when necessary o See CFRC MWI 507

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CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33

Insulated Joint Installation Policy o See CFRC MWI 708-01

Use and Installation of Geotextile and Geogrids – if needed o See CFRC MWI 1003-04

CFRC Welding Manual o Field Welds shall be thermite welds o Ultrasonically hand test all welds within 30 days, submit test results to the Department o See CFRC MWI 801-06

Timber Crossties and Switch Ties o New 7” x 9” x 8’-6” timber ties and Special Switch ties shall be used for special trackwork o Dispose of used ties in accordance with all environmental laws and regulations.

Submit tie disposal certificates to the Department o Following new tie insertion or ballast installation, tamp every tie over entire length of new ties installed o Following tie or ballast installation, track stabilization is to be achieved using a stabilizer or slow order and tonnage before returning the track to CFRC Dispatch for train service o Submit manufacturer model and specifications for the tamper and dynamic track stabilizer to the Department for approval prior to mobilization to the work site o See CFRC MWIs 401, 403

Gage o Standard gage is 56-1/2 inches

Spiking Patterns Mainline and Sidetrack o Within the track panel limits use two (2) rail holding spikes and two (2) plate holding spikes on gage and field sides at a minimum o Tie plates shall all be new o Tie plates shall be double shoulder type o Spiking pattern on approach ties shall follow CFRC spiking patterns o See MWI 2512 and 2514

Turnout Spiking Patterns Boltless Style Braces o See MWI 2513

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CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33

Anchors o New anchors shall be used o See CFRC MWI 703-07

CFRC Surfacing Policy o See MWI 1103-04

CFRC Temporary Speed Restriction Policy o See MWI 1109 – MWI 1111

Installation and Thermal Adjustment of CWR where welds are made to CWR outside the switch.

o See MWI 1125-03

FRA Track Safety Standards o MWI 2001-09

No 15 Turnout and Crossover with Curved Switch Points o See MWI 2217

No 15 Turnout Offset and Layout Diagram o See MWI 2218

Switch Machine and Special Switch Ties (Signal Dept) o BNSF trapezoidal ties to be used at switch machine o See MWI 2317

Roadbed Sections o See MWI 2601

Ballast Sections o See MWI 2602

Common Standards o Six (6) inch Track Spike o Rectangular Head Timber Screw o Bar Stock Anchor for 5.5” Rail o CFRC CWR Plan

Signal/PTC Support – to be provided under a separate contract with the Department

Drainage o Adequate drainage shall be provided. Roadbed shall slope away from track

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CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33 structure.

Documentation o Complete documentation as required (Track Disturbance, Highway Grade Crossing Installation, and Field Welding reports, as applicable, in coordination with the Department’s O&M Contractor) o As-Built Drawings (as field mark-ups) for revisions to track structure

5.0 SERVICES/MATERIALS PROVIDED BY THE DEPARTMENT:

5.1 The Department shall provide the two #15 crossovers (one right hand and one left hand) as Owner Furnished. The Special Track material, including ties, rail, hardware, and miscellaneous materials are stored on Department property at 108 Concord Street, north of the LYNX office building and SunRail LYNX Central Station at the corner of W Amelia St. and N Garland Ave., near the MP 789.73 Amelia St. Grade crossing (see Figure 1). The cost of this inventory is not to be included in the Lump Sum price for this project.

Figure 1 – Material Storage Site Location

5.2 The Department shall provide clean AREMA 4A granite ballast and sub ballast material for the installation. The material will be delivered to the Material Storage Site location shown in Figure 1.

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CP 789 Universal Crossover – Special Track Installation FM. No.412994-4-52-33

5.3 The Department shall be responsible for notifying the tenant railroads of the upcoming work schedules.

5.4 The Department shall coordinate obtaining PTC GPS survey coordinates and SubDiv file updates and implementation.

6.0 DELIVERABLES:

6.1 Physical improvements as described in the Scope of Services.

6.2 Field Mark-up Drawings for any changes made to the existing drawings.

6.3 Complete required documentation as described in the Scope of Services.

Appendix 2

Scope of Services and Plans for Project 2

CFRC Rail Renewal

Exhibit “A”, Scope of Services, Project 2 Rail Renewal FM. No. 412994-8-82-54

Project 2 – CFRC– CFRC MP 811.30 and MP 813.82 Rail Renewal

1.0 OBJECTIVE:

The Department has identified the need to complete rail renewal work, replacing existing CWR totaling approximately two (2) track miles within the Mainline No. 1 and No. 2 between MP

811.30 Shingle Creek Bridge and MP 813.82 Poinciana SunRail Station with new 136RE

CWR.

2.0 SERVICES TO BE PROVIDED:

2.1 TRACK CONSTRUCTION:

2.1.1 The Vendor shall conduct a site visit with the Department to review the existing conditions and potential construction constraints.

2.1.2 The Vendor shall cooperate with the CFRC, City of Kissimmee, Osceola County, and the other neighboring property owners for equipment and material staging areas.

2.1.3 The Vendor shall construct railway improvements in accordance with the plans provided.

2.1.4 The Vendor shall replace older/worn CWR rail segments for a total length of approximately two (2) Track Miles within Mainline No 1 and No 2 between MP 811.3 and MP 813.8 as shown in plans provided.

2.1.4.1 The Vendor shall install thirteen (13) strings x 1600 ft of 136RE rail (currently on site), transition rails, 1200 - 7” x 9’ x 8’-6” track ties and 2400 tie plates (see Section 6 for owner supplied material).

2.1.4.2 The Vendor shall install new rail in accordance with the CFRC CWR Plan.

2.1.4.3 The Vendor shall furnish, distribute, and install all other materials (OTM, tie plugs, etc.) as necessary to complete the work.

2.1.4.4 The 1200 track ties requiring replacement shall be field identified by the Engineer.

2.1.4.5 The Vendor shall assume 1,000 tons of AREMA 4A ballast is required to address occasional “shy ballast” conditions within the approximate 2.5-mile rail project length (see Section 6 for owner supplied material).

2.1.4.5.1 The Vendor shall distribute, tamp and regulate the

amount of ballast required to bring the ballast section

Rail Renewal FM. No. 412994-8-82-54 into conformance with the main track standard ballast section in accordance with CFRC MWI 2602 – Ballast Sections.

2.1.4.6 The total length of rail replacement in each Mainline Track:

Mainline No 1 location total length = 3,200 TF

Mainline No 2: location total length = 7,200 TF

2.1.5 The Vendor shall submit a Change Request Form to the CFRC Change Control Board (CCB) for approval prior to any changes in the field in accordance with the Original Agreement.

2.1.6 The Vendor shall protect existing CFRC fencing from damage during work activities.

2.1.6.1 Where it is necessary to remove fencing to perform the work, the Vendor is responsible for replacing this fencing in kind.

2.1.7 The Vendor shall provide erosion control in accordance with the FDOT Standard Specification 104, Prevention, Control and Abatement of Erosion and Water Pollution.

2.1.8 All excavated materials shall remain within the Corridor. Excavated materials shall not be moved or stored off site. Surplus and excavated materials shall be disposed of in accordance with FDOT Standard Specifications for Road and Bridge Construction, Sub Sections 4-6 and 120-5.1.

2.1.9 The construction of new track, described in this Scope of Services, shall not impact CFRC operations, including SunRail, Amtrak, and CSXT.

2.1.10 The Vendor shall supply and use a dynamic track stabilizer to minimize slow orders. Slow Orders shall comply with CFRC MWI 1109 - Temporary Speed Restrictions/CFRC Continuous Welded Rail (CWR) Plan.

2.1.11 The Vendor shall coordinate these services with the Department’s Signal Maintenance Contractor for any potential impacts to the CFRC Signal System.

2.1.12 The Vendor shall provide Track Protection Services under this agreement as part of the Lump Sum Price as a separate line item.

2.1.13 The Department shall inspect the work prior to acceptance and any deficiencies found shall be corrected by the Vendor prior to final acceptance.

2.1.14 The Vendor shall not adversely impact roadway traffic or pedestrian flow during the execution of this Scope of Services. The Vendor shall design a safe and effective Temporary Traffic Control Plan to maintain both rail and highway vehicular traffic during all phases of construction.

Rail Renewal FM. No. 412994-8-82-54

2.1.14.1 The Temporary Traffic Control Plans shall comply with the Department’s Design Standards and the Roadway Plans Preparation Manual. The Vendor shall use Index Series 600 of the Department’s Design Standards, latest edition, where applicable for highway elements. Should these standards not address each work area, a detailed Temporary Traffic Control Plan shall be developed. The Vendor shall prepare the Temporary Traffic Control Plans to include plan sheets, notes, and details.

2.1.15 The Contractor shall coordinate MOT with the O&M Contractor and Signal Contractor for the project.

3.0 LABOR, MATERIALS AND EQUIPMENT:

3.1 The Vendor shall furnish and install all services and materials necessary for track construction.

3.2 The Vendor shall provide all equipment and materials required to execute this Scope of Services.

3.3 No permanent bolted rail joints shall be permitted. All insulated joints not shown to be replaced shall remain in the track or be reinstalled following the CWR installation.

Refer to Section 5.0 for additional critical technical requirements.

3.4 PERMITTING

3.4.1 The Vendor shall be responsible for all permits and permit fees required for execution of this Scope of Services.

4.0 UTILITY AND SIGNAL COORDINATION

4.1 The Vendor shall be responsible for maintaining all existing utilities within the work location. The appropriate utility coordination is the responsibility of the Vendor in accordance with the Original Agreement.

4.2 The Kinder Morgan, Inc. (KM) fuel line is located on the west side of the CFRC within the limits of the Project area. The Vendor shall note that there should be no staging or mobilizing any equipment on the west side that could impact the fuel pipeline.

5.0 CRITICAL TECHNICAL REQUIREMENTS

5.1 The following outlines the critical technical requirements for the trackwork elements of the project.

Rail Renewal FM. No. 412994-8-82-54

Ballast o Mainline AREMA gradation 4A o See CFRC MWI 301-04

Rail o 136RE SS rail to be used.

o All rail joints shall be Thermite Welded o Transition rails shall be used when necessary.

o See CFRC MWI 507

CFRC Welding Manual o Field Welds shall be thermite welds.

o Ultrasonically hand test all welds within 30 days, submit test results to the Department.

o See CFRC MWI 801-06 - CFRC Welding Manual.

Timber Crossties o New 7” x 9” x 8’-6” timber ties shall be used.

o The use of white oak ties is prohibited.

o Dispose of used ties in accordance with all environmental laws and regulations. Submit Request for Disposition of Material forms and tie disposal certificates to the Department in accordance with Section 3.4.

o Following new tie insertion or ballast installation, tamp every tie over entire length of new ties installed.

o Following tie or ballast installation, track stabilization is to be achieved using a stabilizer or slow order and tonnage before returning the track over to dispatch for train service.

o Submit manufacturer model and specifications for the tamper and dynamic track stabilizer to the Department for approval prior to mobilization to the work site.

o See CFRC MWIs 401, 403 o See CFRC MWIs 1404-03

Gage o Standard gage is 56-1/2 inches

Spiking Patterns Mainline and Sidetrack o Within the track panel limits use two (2) rail holding spikes and two (2)

Rail Renewal FM. No. 412994-8-82-54 plate holding spikes on gage and field sides at a minimum o Tie plates shall all be new o Tie plates shall be double shoulder type o Spiking pattern on approach ties shall follow standard CFRC spiking patterns o See MWI 2512 and 2514

Turnout Spiking Patterns Boltless Style Braces o See MWI 2513

Anchors o New anchors shall be used o See CFRC MWI 703-07

CFRC Surfacing Policy o See MWI 1103-04

CFRC Temporary Speed Restriction Policy o See MWI 1109 – MWI 1111

Installation and Thermal Adjustment of CWR where welds are made to CWR outside the switch.

o See MWI 1125-03

FRA Track Safety Standards o MWI 2001-09

Roadbed Sections o See MWI 2601

Ballast Sections o See MWI 2602

Common Standards o Six (6) inch Track Spike o Bar Stock Anchor for 5.5” and 6” Base Rail o CFRC CWR Plan

Rail Renewal FM. No. 412994-8-82-54

Drainage o Adequate drainage shall be provided by others.

Documentation o Complete reports as required (Track Disturbance, Highway Grade Crossing Installation, and Field Welding reports, as applicable, in coordination with the Department’s O&M Contractor) o As-Built Drawings (as field mark-ups) for revisions to track structure.

6.0 SERVICES/MATERIALS PROVIDED BY THE DEPARTMENT:

6.1 The Department shall provide the 136RE CWR rail and transition rails to the Vendor as Owner Furnished Inventory. The 136RE rail has been delivered to the project site.

The cost of this inventory is not to be included in the Lump Sum price for this project.

6.2 The Department shall provide 1,200 track ties and 2400 tie plates and coordinate delivery with the Vendor to the project site. The Department shall provide the 1,000 tons of AREMA 4A ballast and coordinate delivery with the Vendor to the project site.

7.0 DELIVERABLES:

7.1 Physical improvements as described in the Scope of Services.

7.2 Field Mark-up Drawings for revisions to track structure.

7.3 Complete required documentation as described in the Scope of Services.

42835 42840 4284542835 42840 42845

MP 811.6MP 811.5 MP 811.7

TRACK 2

TRACK 1

NEW RAIL

TRACK 2 = STA 42826+00 - 42852+00

RAIL RENEWAL LIMITS:

42820 42825 4283042820 42825 42830

S H

IN

G L E

C R

E E

K

MP 811.4MP 811.3

TRACK 1

TRACK 2

NEW RAIL

TRACK 2 = STA 42826+00 - 42852+00

RAIL RENEWAL LIMITS:

N

N

$FILE$$USER$ $DATE$ $TIME$ $MODELNAME$

ROAD NO. FINANCIAL PROJECT IDCOUNTY

DATE DESCRIPTION

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

renewal plan timl rail

42865 42870 4287542865 42870 42875

PC S

TA. 1

00+ 00.

PT STA. 101+26.89

MP 812.1 MP 812.2

TRACK 1

TRACK 2

TRACK 1 = STA 42850+00 - 42882+00

RAIL RENEWAL LIMITS:

NEW RAIL

42850 42855 4286042850 42855 42860

MP 811.8 MP 811.9 MP 812

TRACK 1

TRACK 2

NEW RAIL

TRACK 2 = STA 42826+00 - 42852+00

TRACK 1 = STA 42850+00 - 42882+00

RAIL RENEWAL LIMITS:

N

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

42890

C S

T

A . 4

.6

42895

A . 4

.6

4290042900

MP 812.6 MP 812.7 MP 812.8

NEW RAIL

A . 4

.8

42880

S C

S

T A . 4

1+

.8

42885

42890

MP 812.3 MP 812.4

TRACK 1

TRACK 2

MP 812.5

RAIL RENEWAL LIMITS:

TRACK 1 = STA 42850+00 - 42882+00

NEW RAIL

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

42920 42925 4293042920 42925 42930

MP 813.1 MP 813.2 MP 813.3

TRACK 2

TRACK 1

NEW RAIL

RAIL RENEWAL LIMITS:

TRACK 2 = STA 42904+00 - 42929+00

42905 42910 4291542905 42910 42915

MP 812.8 MP 812.9 MP 813

TRACK 2

TRACK 1

NEW RAIL

RAIL RENEWAL LIMITS:

TRACK 2 = STA 42904+00 - 42929+00

N

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

42950 42955 4296042950 42955 42960

POT STA. 100+00.00 10

POT STA. 104+00.46

MP 813.6 MP 813.7 MP 813.8

TRACK 2

TRACK 1

NEW RAIL

RAIL RENEWAL LIMITS:

TRACK 2 = STA 42945+00 - 42955+00

TRACK 2 = STA 42957+00 - 42959+00

42935 42940 4294542935 42940 42945

MP 813.4 MP 813.5 MP 813.6

TRACK 2

TRACK 1

NEW RAIL

RAIL RENEWAL LIMITS:

TRACK 2 = STA 42932+00 - 42941+00

TRACK 2 = STA 42945+00 - 42955+00

N

REVISIONS

DATE DESCRIPTION

NO.

SHEETSTATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

Appendix 3

Scope of Services and Plans for Project 3

CFRC Grade Crossing Surface Rehabilitation

Exhibit “A”, Scope of Services, Project 3 Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55

Project 3 - CFRC Grade Crossing Surface Rehabilitation

1.0 OBJECTIVE:

The Department has identified the need for refurbishment of the grade crossing surfaces and related items for CFRC grade crossings within the CFRC at the following locations:

Item Milepost Grade Crossing Name Tracks Requiring Surface

Rehabilitation 1 771.59 Egret’s Landing Drive, Lake Mary Track #2 2 777.46 East Orange Ave, Longwood Track #1 3 780.14 Merritt Street, Longwood Track #2 4 783.84 Lake Avenue, Maitland Track #1 5 789.73 Amelia St, Orlando Track #1 and #2

2.0 SERVICES TO BE PROVIDED

2.1 The Vendor shall furnish and install all services and materials necessary for the refurbishment of the grade crossing surfaces in accordance with the Original Agreement with exceptions as listed below and in Section 6.0.

2.2 Crossing upgrades shall consist of new concrete panels, new rail, new ties, new ballast and sub-ballast, new other track material (OTM), new asphalt roadway pavement, lining and surfacing, track stabilization, field welds, and all other materials needed to complete the work in accordance with the Technical Requirements and in accordance with the CFRC MWIs.

2.3 The Vendor shall supply and use a dynamic track stabilizer to minimize slow orders. Slow Orders shall comply with CFRC MWI 1109 – Temporary Speed Restrictions/CFRC Continuous Welded Rail (CWR) Plan.

2.4 The Vendor to conduct elevation survey before construction begins. All tracks within the road crossing limits will be installed at the same elevation as were measured prior to constructing the new crossing.

2.5 The Vendor shall submit a Change Request Form to the CFRC CCB for approval prior to any changes in the field in accordance with the Original Agreement.

2.6 The Vendor shall coordinate with the Department to ensure that the activities by others as determined by the CCB, i.e., the SubDiv file has been updated and the Field CFV, has been completed, prior to commencing work at crossings.

2.7 At the completion of the grade crossing surface installation the Vendor shall reapply the thermoplastic Railroad Dynamic Envelope (RDE) pavement striping where the striping was removed or heavily damaged during the work activities in accordance with FDOT Design Manual 220.2.1.1, Exhibit 220-3 and FDOT

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55

Standard Plan 770-001. The Vendor shall also replace any grade crossing safety appliances (striping, reflectorized pavement markers, and/or delineators) damaged during the construction process.

2.8 The Vendor shall provide Track Protection Services under this agreement as part of the Lump Sum Price as a separate line item.

3.0 LABOR, MATERIALS AND EQUIPMENT

3.1 The Vendor shall furnish and install all services and materials necessary for the grade crossing rehabilitation in accordance with the Original Agreement with exceptions as listed below and in Section 6.0.

3.1.1 The required rail is located on the corridor and delivery of the rail to the site is the responsibility of the Owner. The Vendor shall furnish, distribute, and install all other materials (asphalt, ties, ballast, insulated joints, OTM, welds, etc.) as necessary to complete the work and as specified in Section 7.0 of this Scope of Services.

3.1.2 No permanent bolted rail joints will be permitted. No joints are permitted within the limits of the track panel for each grade crossing. All insulated joints not shown to be replaced shall remain in track or be reinstalled following the CWR installation. The rail sticks shall be welded to the lengths needed and field welded using thermite welds. Field welding shall comply with CFRC MWI 801-06 – CFRC Welding Manual.

4.0 TEMPORARY TRAFFIC CONTROL PLAN

4.1 The Vendor shall design a safe and effective Temporary Traffic Control Plan to maintain both rail and highway vehicular traffic during all phases of construction for the highway grade crossing.

4.1.1 The temporary traffic control plan shall address how to maintain traffic throughout the duration of the work at each highway grade crossing. The Temporary Traffic Control Plan shall be prepared by a Professional Engineer registered in the State of Florida who is certified in the Advanced Training category by a Department approved training provider.

4.1.2 The Temporary Traffic Control Plans shall comply with the Department’s Design Standards and the Roadway Plans Preparation Manual. The Vendor shall use Index Series 102 of the Department’s Standard Plans, latest edition, where applicable for highway elements. Should these standards not address each work area, a detailed Temporary Traffic Control Plan shall be developed. The Vendor shall prepare the Temporary Traffic Control Plans to include plan sheets, notes, and details.

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55

4.1.3 The Vendor shall submit the Temporary Traffic Control Plans for approval for each grade crossing no later than 28 days prior to the road closure occurring at that crossing. The Department and the local jurisdiction shall have 14 days to review and accept the Temporary Traffic Control Plan for the crossing. No road closure will be authorized until the Department and the local agency with jurisdiction over the road have approved the Temporary Traffic Control Plans.

4.1.4 The road closure schedule will be subject to Department and local jurisdiction approval and will not be allowed to interfere with special events (parades, foot races, community events, etc.).

5.0 CRITICAL TECHNICAL REQUIREMENTS

5.1 The following outlines the critical technical requirements to complete the Technical Requirements for the grade crossing elements of the project. The Vendor is required to complete the Technical Requirements in accordance with the CFRC MWIs and the following critical technical requirements:

Asphalt Paving o Cut asphalt a minimum of three feet from edge of rail o At crossings where more than one track is being upgraded, replace all intertrack asphalt o Paved road surface level with top of rail for minimum of 30 inches o Runoff minimum of 1 inch per 10 feet o Install asphalt in accordance with FDOT Specifications.

Ballast o Mainline AREMA gradation 4A o 12 inches below bottom of tie o Compact/roll ballast prior to track panel installation o Sub ballast to be a minimum 6 inches of crusher run o Roadbed shall be excavated, and new ballast and sub ballast shall be installed to the full extents of the approach ties o If hard pan is found no new sub ballast is required o See CFRC MWI 301

Rail o Panel will be Built and anchored at a minimum rail laying temperature of 105°F o 115RE SS rail to be used on crossings

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55 o All rail joints shall be Thermite welded o Rail to extend a minimum of 20 feet beyond outside end of each crossing panel assembly o Transition rails shall be used when necessary o See CFRC MWI 507

Welds o Field Welds shall be thermite welds.

o All joints within 50 feet of each side of the crossing must be welded within three days o Ultrasonically hand test all welds within 30 days, submit test results to the Department o See CFRC MWI 801

Ties o New 10-foot timber ties shall be used for grade crossings and include 10 additional 10-foot ties on each approach to the grade crossing panels and under the grade crossing panels.

o The use of white oak ties is prohibited.

o All ties within the crossing panel limits shall be replaced.

o See CFRC MWIs 401, 403, and 2527 o Dispose of used ties in accordance with all environmental laws and regulations.

Submit tie disposal certificates to the Department.

o Following new tie insertion or ballast installation, tamp every tie over entire length of new ties installed o Following tie or ballast installation, stabilize the track with a dynamic track stabilizer before returning the track over to dispatch for train service o Submit manufacturer model and specifications for the tamper and dynamic track stabilizer to the Department for approval prior to mobilization to the work site

Gage o Standard gage is 56-1/2 inches

Spiking o Within the track panel limits use two rail holding spikes and two plate holding spikes on gage and field sides at a minimum o Tie plates shall all be new o Tie plates shall be double shoulder type

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55 o Spiking pattern on approach ties shall follow standard spiking patterns o See MWI 2512

Anchors o New anchors shall be used on all road crossings o On crossings 50 feet in width or greater in CWR territory, each tie shall be box anchored on every tie for 130 ties in each direction (In jointed rail territory use standard anchor patterns) o See CFRC MWI 703

Concrete Panels o Concrete panels shall have a shunt resistant gap in the metal banding of each gage panel o Concrete panels shall be designed for use in signaled territory o Concrete panels shall provide sufficient length to replace any existing pedestrian pathways through the highway grade crossing.

o Rubber inserts shall be high resistance type rubber o Panels shall have an option for lag bolt and lift ring hole inserts available for ADA applications. Inserts shall be used in all pedestrian walkway/sidewalk locations.

o Flangeway rubber inserts shall limit the horizontal flangeway gap to less than or equal to 2.5 inches in pedestrian walkway/sidewalk locations.

o Shall comply with CFRC MWI 2527 and CFRC Specification 901A o Submit shop drawings to the Department for approval prior to procurement

Coordination o Provide notification of crossing closures, including duration, to the Department and local government agency responsible for crossing no later than 28 days prior to road closure.

o Coordinate with the Department and local government agency responsible for crossing for notification and duration of the work, 21 days in advance of road closure (911, fire, police, ambulance, rescue, post office, school district, TV/Radio).

o Provide Traffic Control Plans meeting FDOT and local government requirements for each crossing a minimum of 28 days prior to road closure.

Signal Support o Assist on jumpers for road closures o Removal and reinstallation of track connections o Any other signal support, as needed to complete crossing upgrade work

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55

Drainage o Adequate drainage shall be provided at all four quadrants sloped or diverted away from the crossing.

Geotextile Fabric (Filter Fabric) o Geotextile fabric shall be used on all crossings o Geotextile fabric shall be nonwoven type, 16 to 20 ounces/square yard o Install 12 inches below bottom of tie o See CFRC MWI 1003

Signal Conduit o Install two (2) four-inch orange HDPE SDR-11 conduits with one No. 12 AWG pull wire in each conduit. Cap all pipe ends o Place both conduits in same locations, at bottom of ballast layer, 12 inches off the end of the tie o Extend conduits 10 feet past the end of the crossing panels on both sides of the crossing o Document location on Highway Grade Crossing Installation Report (Appendix A)

Documentation o Complete documentation as required (Track Disturbance, Highway Grade Crossing Installation, and Field Welding reports, as applicable, in coordination with the Department’s O&M Contractor)

6.0 SERVICES/MATERIALS PROVIDED BY THE DEPARTMENT:

6.1 The 115RE rail required for the grade crossings under this Scope of Services will be provided by the Department as Owner-Furnished Inventory. The cost of this inventory is not to be included in the Lump Sum price for this project.

6.2 The 9” x 7” x 10’ track ties will be provided by the Department as Owner- Furnished Inventory.

6.3 The Department shall provide new nine-foot precast Omega concrete crossing panels.

6.4 The Department shall provide clean AREMA 4A granite ballast and sub ballast material for the installation.

6.5 The Department shall obtain PTC GPS survey coordinates for edge of new crossings’ surfaces.

A-7

Grade Crossing Surface Renewal FM. No. FM 412994-8-82-55

7.0 DELIVERABLES:

7.1 Physical improvements as described in the Scope of Services.

7.2 Field Mark-up Drawings for any changes made to the existing grade crossing drawings.

7.3 Complete required documentation as described in the Scope of Services.

$DATE$ $TIME$ $FILE$

ROAD NO. COUNTY

DESCRIPTIONDATE DESCRIPTIONDATE

REVISIONS

FINANCIAL PROJECT ID

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

NO.

SHEET

CFRC

$USER$

CENTRAL FLORIDA COMMUTER RAIL TRANSIT (CFCRT)

TRACK 2

TRACK 1

(TRACK 2)

INSTALL NEW CROSSING

EGRETS LANDING - MP 771.59

GRADE CROSSING UPGRADE

E G

R E

A

N D

IN

G

TO BE REPLACED IN KIND

ALL IMPACTED PAVEMENT MARKINGS5.

VENDOR

IS THE RESPONSIBILITY OF THE

ON THE CORRIDOR AND DELIVERY

THE REQUIRED RAIL IS LOCATED4.

OF FOUR CRIBS APART

STAGGER ALL WELDS A MINIMUM 3.

CONCRETE PANELS

A MINIMUM OF 20' BEYOND NEW

9"X7"X10' TIES @ 19.5" CENTERS

EXTEND TRACK PANELS WITH 2.

TIES @ 18.5" CENTERS

CROSSING PANELS ON 9"X7"X10'

INSTA…