SEPTEMBER 2019

EXHIBIT A

DRAFT SCOPE OF SERVICES

FOR

I-4 FLORIDA’S REGIONAL ADVANCED MOBILITY ELEMENTS (FRAME) SYSTEMS MANAGER CONSULTANT

FINANCIAL PROJECT ID(S). 445362 1 32 01

DISTRICT SEVEN

HILLSBOROUGH, POLK, OSCEOLA AND ORANGE COUNTIES

FPN: 445362 1 32 01

1 PURPOSE ______34

2 PROJECT DESCRIPTION ______36 2.1 Project General and Roadway (Activities 3, 4, and 5) ______37 2.2 Drainage (Activities 6a and 6b) (Not applicable to this project) ______38 2.3 Utilities Coordination (Activity 7) ______38 2.4 Environmental Permits, Compliances, and Environmental Clearances (Activity 8) ______40 2.5 Structures (Activities 9 – 18) ______40 2.6 Signing and Pavement Markings (Activities 19 & 20) (Not applicable to this project) ______40 2.7 Signalization (Activities 21 & 22) ______40 2.8 Lighting (Activities 23 & 24) (Not applicable to this project)______41 2.9 Landscape Architecture (Activities 25 & 26) (Not applicable for this project) 41 2.10 Survey (Activity 27) ______41 2.11 Photogrammetry (Activity 28) (Not applicable to this project) ______41 2.12 Mapping (Activity 29) ______41 2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project) ____41 2.14 Architecture (Activity 31) (Not applicable for this project) ______41 2.15 Noise Barriers (Activity 32) (Not applicable to this project) ______41 2.16 Intelligent Transportation Systems (Activities 33 & 34) ______41 2.17 Geotechnical (Activity 35) ______46 2.18 3D Modeling (Activity 36) (Not applicable to this project) ______46 2.19 Project Schedule ______46 2.20 Submittals ______47 2.21 Provisions for Work ______47

3 PROJECT COMMON AND PROJECT GENERAL TASKS ______54 Project Common Tasks ______54 Project General Tasks ______56 3.1 Public Involvement ______56 3.1.1 Community Awareness Plan (Not applicable to this project) ______57 3.1.2 Notifications (Not applicable to this project) ______57 3.1.3 Preparing Mailing Lists (Not applicable for this project) ______57 3.1.4 Median Modification Letters (Not applicable to this project) ______57 3.1.5 Driveway Modification Letters (Not applicable to this project) ______57 3.1.6 Newsletters (Not applicable to this project) ______57 3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ______57 3.1.8 PowerPoint Presentations ______57 3.1.9 Public Meeting Preparations (Not applicable to this project) ______57

A-2 FPN: 445362 1 32 01

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) _57 3.1.11 Other Agency Meetings ______57 3.1.12 Web Site (Not applicable to this project) ______57 3.2 Joint Project Agreements (Not applicable to this project) ______57 3.3 Specifications Package Preparation ______57 3.4 Contract Maintenance and Project Documentation ______58 3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) ______58 3.6 Prime Consultant Project Manager Meetings ______58 3.7 Plans Update (Not applicable for this project) ______58 3.8 Post Design Services ______58 3.9 Digital Delivery ______59 3.10 Risk Assessment Workshop (Not applicable to this project) ______59 3.11 Railroad, Transit and/or Airport Coordination______59 3.11.1 Aeronautical Evaluation ______59 3.12 Landscape and Existing Vegetation Coordination (Not applicable for this project) ______59 3.13 Other Project General Tasks (Not applicable to this project) ______59

4 ROADWAY ANALYSIS ______59 4.1 Typical Section Package (Not applicable for this project)______60 4.2 Pavement Type Selection Report (Not applicable for this project) ______60 4.3 Pavement Design Package (Not applicable to this project) ______60 4.4 Cross-Slope Correction (Not applicable to this project) ______60 4.5 Horizontal/Vertical Master Design Files (Not applicable to this project) ____60 4.6 Access Management (Not applicable to this project) ______60 4.7 Roundabout Evaluation (Not applicable to this project) ______60 4.8 Roundabout Final Design Analysis (Not applicable to this project) ______60 4.9 Cross Section Design Files (Not applicable to this project) ______60 4.10 Temporary Traffic Control Plan (TTCP) Analysis ______60 4.11 Master TTCP Design Files ______61 4.12 Selective Clearing and Grubbing ______61 4.13 Tree Disposition Plans (Not applicable to this project) ______61 4.14 Design Variations and Exceptions ______61 4.15 Design Report (Not applicable to this project) ______62 4.16 Quantities ______62 4.17 Cost Estimate (Not applicable to this project) ______62 4.18 Technical Special Provisions and Modified Special Provisions ______62 4.19 Other Roadway Analyses (Not applicable to this project) ______62 4.20 Field Reviews (Not applicable to this project) ______62 4.21 Monitor Existing Structures (Not applicable to this project) ______62 4.22 Technical Meetings (Not applicable to this project) ______62 4.23 Quality Assurance/Quality Control (Not applicable to this project) ______62 4.24 Independent Peer Review (Not applicable to this project)______62 4.25 Supervision (Not applicable to this project)______62 4.26 Coordination (Not applicable to this project)______62

A-3 FPN: 445362 1 32 01

5 ROADWAY PLANS and tasks 5.1 – 5.28 are not applicable for this project. ___62 5.1 Key Sheet (Not applicable to this project) ______62 5.2 Summary of Pay Items Including Quantity Input (Not applicable to this project) ______62 5.3 Typical Section Sheets (Not applicable to this project) ______62 5.4 General Notes/Pay Item Notes (Not applicable to this project) ______62 5.5 Summary of Quantities Sheets (Not applicable to this project) ______62 5.6 Project Layout (Not applicable to this project) ______62 5.7 Plan/Profile Sheet (Not applicable to this project) ______62 5.8 Profile Sheet (Not applicable to this project) ______63 5.9 Plan Sheet (Not applicable to this project) ______63 5.10 Special Profile (Not applicable to this project) ______63 5.11 Back-of-Sidewalk Profile Sheet (Not applicable to this project) ______63 5.12 Interchange Layout Sheet (Not applicable to this project)______63 5.13 Ramp Terminal Details (Plan View) (Not applicable to this project) ______63 5.14 Intersection Layout Details (Not applicable to this project) ______63 5.15 Special Details (Not applicable to this project) ______63 5.16 Cross-Section Pattern Sheet(s) (Not applicable to this project) ______63 5.17 Roadway Soil Survey Sheet(s) (Not applicable to this project) ______63 5.18 Cross Sections (Not applicable to this project) ______63 5.19 Temporary Traffic Control Plan Sheets (Not applicable to this project) _____63 5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to this project) ______63 5.21 Temporary Traffic Control Detail Sheets (Not applicable to this project) ___63 5.22 Utility Adjustment Sheets (Not applicable to this project) ______63 5.23 Selective Clearing and Grubbing Sheet(s) (Not applicable to this project) ___63 5.24 Tree Disposition Plan Sheet(s) (Not applicable to this project) ______63 5.25 Project Network Control Sheet (Not applicable to this project) ______63 5.26 Environmental Detail Sheets (Not applicable to this project) ______63 5.27 Utility Verification Sheet(s) (SUE Data) (Not applicable to this project) ____63 5.28 Quality Assurance/Quality Control (Not applicable to this project) ______63 5.29 Supervision (Not applicable to this project)______63

6a DRAINAGE ANALYSIS and tasks 6a.1 – 6a.25 are not applicable for this project.______63 6a.1 Drainage Map Hydrology (Not applicable to this project) ______63 6a.2 Base Clearance Calculations (Not applicable to this project) ______63 6a.3 Pond Siting Analysis and Report (Not applicable to this project) ______64 6a.4 Design of Cross Drains (Not applicable to this project) ______64 6a.5 Design of Ditches (Not applicable to this project) ______64 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project) ______64 6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) (Not applicable to this project) ______64 6a.8 Design of Floodplain Compensation (Not applicable to this project) ______64 6a.9 Design of Storm Drains (Not applicable to this project) ______64

A-4 FPN: 445362 1 32 01

6a.10 Optional Culvert Material (Not applicable to this project) ______64 6a.11 French Drain Systems (Not applicable to this project) ______64 6a.11a Existing French Drain Systems (Not applicable to this project) ______64 6a.12 Drainage Wells (Not applicable to this project) ______64 6a.13 Drainage Design Documentation Report (Not applicable to this project) ____64 6a.14 Bridge Hydraulic Report (Not applicable to this project) ______64 6a.15 Temporary Drainage Analysis (Not applicable to this project) ______64 6a.16 Cost Estimate (Not applicable to this project) ______64 6a.17 Technical Special Provisions and Modified Special Provisions (Not applicable to this project) ______64 6a.18 Hydroplaning Analysis (Not applicable to this project) ______64 6a.19 Existing Permit Analysis (Not applicable to this project) ______64 6a.20 Other Drainage Analysis (Not applicable to this project) ______64 6a.21 Field Reviews (Not applicable to this project) ______64 6a.22 Technical Meetings (Not applicable to this project) ______64 6a.21 Environmental Look-Around Meetings (Not applicable to this project) _____64 6a.24 Quality Assurance/Quality Control (Not applicable to this project) ______64 6a.25 Independent Peer Review (Not applicable to this project)______65 6a.26 Supervision (Not applicable to this project)______65 6a.27 Coordination (Not applicable to this project)______65

6b DRAINAGE PLANS and tasks 6b.1 – 6b.14 are not applicable for this project. 65 6b.1 Drainage Map (Including Interchanges) (Not applicable to this project) ____65 6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to this project) _65 6b.3 Summary of Drainage Structures (Not applicable to this project) ______65 6b.4 Optional Pipe/Culvert Material (Not applicable to this project) ______65 6b.5 Drainage Structure Sheet(s) (Per Structure) (Not applicable to this project)__65 6b.6 Miscellaneous Drainage Detail Sheets (Not applicable to this project) ______65 6b.7 Lateral Ditch Plan/Profile (Not applicable to this project) ______65 6b.8 Lateral Ditch Cross Sections (Not applicable to this project) ______65 6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project) ___65 6b.10 Retention Pond Cross Sections (Not applicable to this project) ______65 6b.11 Erosion Control Plan Sheet(s) (Not applicable to this project) ______65 6b.12 SWPPP Sheet(s) (Not applicable to this project) ______65 6b.13 Quality Assurance/Quality Control (Not applicable to this project) ______65 6b.14 Supervision (Not applicable to this project)______65

7 UTILITIES ______65 7.1 Utility Kickoff Meeting ______65 7.2 Identify Existing Utility Agency Owner(s) ______66 7.3 Make Utility Contacts ______66 7.4 Exception Processing (Not applicable for this project) ______66 7.5 Preliminary Utility Meeting (Not applicable for this project) ______66 7.6 Individual/Field Meetings ______66 7.7 Collect and Review Plans and Data from UAO(s) ______66 7.8 Subordination of Easements Coordination (Not applicable for this project) _67

A-5 FPN: 445362 1 32 01

7.9 Utility Design Meeting ______67 7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements ______67 7.11 Utility Coordination/Follow-up ______67 7.12 Utility Constructability Review ______67 7.13 Additional Utility Services (Not applicable for this project) ______68 7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable for this project) ______68 7.15 Contract Plans to UAO(s) ______68 7.16 Certification/Close-Out ______68 7.17 Other Utilities (Not applicable for this project) ______68

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES ______68 8.1 Preliminary Project Research ______68 8.2 Field Work ______69 8.3 Agency Verification of Wetland Data ______70 8.4 Complete and Submit All Required Permit Applications ______70 8.4.1 Complete and Submit all Required Wetland Permit Applications______70 8.4.2 Complete and Submit all Required Species Permit Applications ______70 8.5 Coordinate and Review Dredge and Fill Sketches ______71 8.6 Prepare USCG Permit Application (Not applicable for this project) ______71 8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application (Not applicable for this project) _____71 8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project) ______71 8.9 Prepare Tree Permit Information (Not applicable for this project) ______71 8.10 Compensatory Mitigation Plan (Optional Services) ______71 8.11 Mitigation Coordination and Meetings ______72 8.12 Other Environmental Permits (Not applicable for this project) ______72 8.13 Technical Support to the DEPARTMENT for Environmental Clearances, and Re-evaluations (Not applicable for this project) ______72 8.14 Preparation of Environmental Clearances and Reevaluations (Not applicable for this project) ______72 8.15 Contamination Impact Analysis (Not applicable for this project) ______72 8.16 Asbestos Survey (Not applicable for this project) ______72 8.17 Technical Meetings (Not applicable for this project) ______72 8.18 Quality Assurance/Quality Control ______73 8.19 Supervision ______73 8.20 Coordination ______73

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS ______73 9.1 Key Sheet and Index of Drawings ______73 9.2 Project Layout ______73 9.3 General Notes and Bid Item Notes______73

A-6 FPN: 445362 1 32 01

9.4 Miscellaneous Common Details ______73 9.5 Incorporate Report of Core Borings ______73 9.6 Standard Plans- Bridges (Not applicable for this project) ______73 9.7 Existing Bridge Plans (Not applicable for this project) ______73 9.8 Assemble Plan Summary Boxes and Quantities ______73 9.9 Cost Estimate ______73 9.10 Technical Special Provisions and Modified Special Provisions ______74 9.11 Field Reviews (Not applicable for this project) ______74 9.12 Technical Meetings (Not applicable for this project) ______74 9.13 Quality Assurance/Quality Control ______74 9.14 Independent Peer Review (Not applicable for this project) ______74 9.15 Supervision ______74 9.16 Coordination ______74

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 – 10.35 are not applicable for this project. ______74 General Requirements and tasks 10.1 – 10.3 are not applicable for this project. ___74 10.1 Bridge Geometry (Not applicable for this project) ______74 10.2 Ship Impact Data Collection (Not applicable for this project) ______74 10.3 Ship Impact Criteria (Not applicable for this project) ______74 Superstructure Alternatives and tasks 10.4 – 10.7 are not applicable for this project. ______74 10.4 Short Span Concrete (Not applicable for this project) ______74 10.5 Medium-Span Concrete (Not applicable for this project) ______74 10.6 Long Span Concrete (Not applicable for this project) ______74 10.7 Structural Steel (Not applicable for this project) ______74 Foundation and Substructure Alternatives and tasks 10.8 – 10.10 are not applicable for this project.______74 10.8 Pier/Bent (Not applicable for this project) ______74 10.9 Shallow Foundations / GRS Abutments (Not applicable for this project) ____74 10.10 Deep Foundations (Not applicable for this project) ______74 Movable Span and tasks 10.11 – 10.23 are not applicable for this project. ______74 10.11 Data Collection and Design Criteria (Not applicable for this project)______75 10.12 Movable Span Geometrics and Clearances (Not applicable for this project) _75 10.13 Deck System Evaluation (Not applicable for this project)______75 10.14 Framing Plan Development (Not applicable for this project) ______75 10.15 Main Girder Preliminary Design (Not applicable for this project) ______75 10.16 Conceptual Span Balance/Counterweight (Not applicable for this project) __75 10.17 Support System Development (Not applicable for this project) ______75 10.18 Drive Power Calculations (Not applicable for this project) ______75 10.19 Drive System Development (Not applicable for this project) ______75 10.20 Power and Control Development (Not applicable for this project) ______75 10.21 Conceptual Pier Design (Not applicable for this project) ______75 10.22 Foundation Analysis (FL PIER) (Not applicable for this project) ______75 10.23 Tender Visibility Study (Not applicable for this project) ______75 Other BDR Issues and tasks 10.24 – 10.30 are not applicable for this project. ____75

A-7 FPN: 445362 1 32 01

10.24 Aesthetics (Not applicable for this project) ______75 10.25 TCP/Staged Construction Requirements (Not applicable for this project) ___75 10.26 Constructability Requirements (Not applicable for this project) ______75 10.27 Load Rating for Damaged/Widened Structures (Not applicable for this project) ______75 10.28 Quantity and Cost Estimates (Not applicable for this project) ______75 10.29 Quantity and Cost Estimates - Movable Span (Not applicable for this project) ______75 10.30 Wall Type Justification (Not applicable for this project)______75 Report Preparation and tasks 10.31 – 10.35 are not applicable for this project. ____75 10.31 Exhibits (Not applicable for this project) ______75 10.32 Exhibits - Movable Span (Not applicable for this project) ______75 10.33 Report Preparation (Not applicable for this project) ______75 10.34 Report Preparation - Movable Span (Not applicable for this project) ______76 10.35 BDR Submittal Package (Not applicable for this project) ______76 Preliminary Plans (Not applicable for this project) ______76

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable for this project. ______76 General Layout Design and Plans and tasks 11.1 – 11.3 are not applicable for this project. ______76 11.1 Overall Bridge Final Geometry (Not applicable for this project) ______76 11.2 General Plan and Elevation (Not applicable for this project) ______76 11.3 Miscellaneous Details (Not applicable for this project) ______76 End Bent Design and Plans and tasks 11.4 – 11.5 are not applicable for this project. ______76 11.4 End Bent Structural Design (Not applicable for this project) ______76 11.5 End Bent Details (Not applicable for this project) ______76 Intermediate Bent Design and Plans and tasks 11.6 – 11.7 are not applicable for this project. ______76 11.6 Intermediate Bent Structural Design (Not applicable for this project) ______76 11.7 Intermediate Bent Details (Not applicable for this project) ______76 Miscellaneous Substructure Design and Plans and task 11.8 is not applicable for this project. ______76 11.8 Foundation Layout (Not applicable for this project) ______76

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 – 12.28 are not applicable for this project. ______76 General Layout Design and Plans and tasks 12.1 – 12.6 are not applicable for this project. ______76 12.1 Overall Bridge Final Geometry (Not applicable for this project) ______76 12.2 Expansion/Contraction Analysis (Not applicable for this project) ______76 12.3 General Plan and Elevation (Not applicable for this project) ______76 12.4 Construction Staging (Not applicable for this project) ______76 12.5 Approach Slab Plan and Details (Not applicable for this project) ______76 12.6 Miscellaneous Details (Not applicable for this project) ______77

A-8 FPN: 445362 1 32 01

End Bent Design and Plans and tasks 12.7 – 12.10 are not applicable for this project. ______77 12.7 End Bent Geometry (Not applicable for this project) ______77 12.8 End Bent Structural Design (Not applicable for this project) ______77 12.9 End Bent Plan and Elevation (Not applicable for this project) ______77 12.10 End Bent Details (Not applicable for this project) ______77 Intermediate Bent Design and Plans and tasks 12.11 – 12.15 are not applicable for this project. ______77 12.11 Bent Geometry (Not applicable for this project) ______77 12.12 Bent Stability Analysis (Not applicable for this project) ______77 12.13 Bent Structural Design (Not applicable for this project) ______77 12.14 Bent Plan and Elevation (Not applicable for this project) ______77 12.15 Bent Details (Not applicable for this project) ______77 Miscellaneous Substructure Design and Plans and task 12.16 is not applicable for this project. ______77 12.16 Foundation Layout (Not applicable for this project) ______77 Superstructure Design and Plans and tasks 12.17 – 12.18 are not applicable for this project. ______77 12.17 Finish Grade Elevation Calculation (Not applicable for this project) ______77 12.18 Finish Grade Elevations (Not applicable for this project) ______77 Cast-In-Place Slab Bridges and tasks 12.19 – 12.21 are not applicable for this project. ______77 12.19 Bridge Deck Design (Not applicable for this project) ______77 12.20 Superstructure Plan (Not applicable for this project) ______77 12.21 Superstructure Sections and Details (Not applicable for this project) ______77 Prestressed Slab Unit Bridges and tasks 12.22 – 12.26 are not applicable for this project. ______77 12.22 Prestressed Slab Unit Design (Not applicable for this project) ______77 12.23 Prestressed Slab Unit Layout (Not applicable for this project) ______77 12.24 Prestressed Slab Unit Details and Schedule (Not applicable for this project) _77 12.25 Deck Topping Reinforcing Layout (Not applicable for this project) ______78 12.26 Superstructure Sections and Details (Not applicable for this project) ______78 Reinforcing Bar Lists and task 12.27 is not applicable for this project. ______78 12.27 Preparation of Reinforcing Bar List (Not applicable for this project) ______78 Load Rating and task 12.28 is not applicable for this project. ______78 12.28 Load Rating (Not applicable for this project) ______78

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13. 55 are not applicable for this project. ______78 General Layout Design and Plans and tasks 13.1 – 13.6 are not applicable for this project. ______78 13.1 Overall Bridge Final Geometry (Not applicable for this project) ______78 13.2 Expansion/Contraction Analysis (Not applicable for this project) ______78 13.3 General Plan and Elevation (Not applicable for this project) ______78 13.4 Construction Staging (Not applicable for this project) ______78 13.5 Approach Slab Plan and Details (Not applicable for this project) ______78

A-9 FPN: 445362 1 32 01

13.6 Miscellaneous Details (Not applicable for this project) ______78 End Bent Design and Plans and tasks 13.7 – 13.11 are not applicable for this project. ______78 13.7 End Bent Geometry (Not applicable for this project) ______78 13.8 Wingwall Design and Geometry (Not applicable for this project) ______78 13.9 End Bent Structural Design (Not applicable for this project) ______78 13.10 End Bent Plan and Elevation (Not applicable for this project) ______78 13.11 End Bent Details (Not applicable for this project) ______78 Intermediate Bent Design and Plans and tasks 13.12 – 13.16 are not applicable for this project. ______78 13.12 Bent Geometry (Not applicable for this project) ______78 13.13 Bent Stability Analysis (Not applicable for this project) ______78 13.14 Bent Structural Design (Not applicable for this project) ______78 13.15 Bent Plan and Elevation (Not applicable for this project) ______79 13.16 Bent Details (Not applicable for this project) ______79 Pier Design and Plans and tasks 13.17 – 13.21 are not applicable for this project. _79 13.17 Pier Geometry (Not applicable for this project) ______79 13.18 Pier Stability Analysis (Not applicable for this project) ______79 13.19 Pier Structural Design (Not applicable for this project)______79 13.20 Pier Plan and Elevation (Not applicable for this project) ______79 13.21 Pier Details (Not applicable for this project) ______79 Miscellaneous Substructure Design and Plans and task 13.22 are not applicable for this project. ______79 13.22 Foundation Layout (Not applicable for this project) ______79 Superstructure Deck Design and Plans and tasks 13.23 – 13.30 are not applicable for this project. ______79 13.23 Finish Grade Elevation (FGE) Calculation (Not applicable for this project) _79 13.24 Finish Grade Elevations (Not applicable for this project) ______79 13.25 Bridge Deck Design (Not applicable for this project) ______79 13.26 Bridge Deck Reinforcing and Concrete Quantities (Not applicable for this project) ______79 13.27 Diaphragm Design/Jacking Loads (Not applicable for this project) ______79 13.28 Superstructure Plan (Not applicable for this project) ______79 13.29 Superstructure Section (Not applicable for this project) ______79 13.30 Miscellaneous Superstructure Details (Not applicable for this project) _____79 Reinforcing Bar Lists and task 13.31 is not applicable for this project. ______79 13.31 Preparation of Reinforcing Bar List (Not applicable for this project) ______79 Continuous Concrete Girder Design and tasks 13.32 – 13.48 are not applicable for this project. ______79 13.32 Section Properties (Not applicable for this project) ______79 13.33 Material Properties (Not applicable for this project) ______79 13.34 Construction Sequence (Not applicable for this project) ______79 13.35 Tendon Layouts (Not applicable for this project) ______80 13.36 Live Load Analysis (Not applicable for this project)______80 13.37 Temperature Gradient (Not applicable for this project) ______80 13.38 Time Dependent Analysis (Not applicable for this project) ______80

A-10 FPN: 445362 1 32 01

13.39 Stress Summary (Not applicable for this project) ______80 13.40 Ultimate Moments (Not applicable for this project) ______80 13.41 Ultimate Shear (Not applicable for this project) ______80 13.42 Construction Loading (Not applicable for this project) ______80 13.43 Framing Plan (Not applicable for this project) ______80 13.44 Girder Elevation, including Grouting Plan and Vent Locations (Not applicable for this project) ______80 13.45 Girder Details (Not applicable for this project) ______80 13.46 Erection Sequence (Not applicable for this project) ______80 13.47 Splice Details (Not applicable for this project) ______80 13.48 Girder Deflections and Camber (Not applicable for this project) ______80 Simple Span Concrete Design and tasks 13.49 – 13.51 are not applicable for this project. ______80 13.49 Prestressed Beam (Not applicable for this project) ______80 13.50 Prestressed Beam Schedules (Not applicable for this project) ______80 13.51 Framing Plan (Not applicable for this project) ______80 Beam Stability and task 13.52 is not applicable for this project. ______80 13.52 Beam/Girder Stability (Not applicable for this project) ______80 Bearing and tasks 13.53 – 13.54 are not applicable for this project. ______80 13.53 Bearing Pad and Bearing Plate Design (Not applicable for this project) _____80 13.54 Bearing Pad and Bearing Plate Details (Not applicable for this project) _____80 Load Rating and task 13.55 is not applicable for this project. ______80 13.55 Load Ratings (Not applicable for this project) ______80

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14. 60 are not applicable for this project. ______81 General Layout Design and Plans and tasks 14.1 – 14.6 are not applicable for this project. ______81 14.1 Overall Bridge Final Geometry (Not applicable for this project) ______81 14.2 Expansion/Contraction Analysis (Not applicable for this project) ______81 14.3 General Plan and Elevation (Not applicable for this project) ______81 14.4 Construction Staging (Not applicable for this project) ______81 14.5 Approach Slab Plan and Details (Not applicable for this project) ______81 14.6 Miscellaneous Details (Not applicable for this project) ______81 End Bent Design and Plans and tasks 14.7 – 14.11 are not applicable for this project. ______81 14.7 End Bent Geometry (Not applicable for this project) ______81 14.8 Wingwall Design and Geometry (Not applicable for this project) ______81 14.9 End Bent Structural Design (Not applicable for this project) ______81 14.10 End Bent Plan and Elevation (Not applicable for this project) ______81 14.11 End Bent Details (Not applicable for this project) ______81 Intermediate Bent Design and Plans and tasks 14.12 – 14.16 are not applicable for this project. ______81 14.12 Bent Geometry (Not applicable for this project) ______81 14.13 Bent Stability Analysis (Not applicable for this project) ______81 14.14 Bent Structural Design (Not applicable for this project) ______81

A-11 FPN: 445362 1 32 01

14.15 Bent Plan and Elevation (Not applicable for this project) ______81 14.16 Bent Details (Not applicable for this project) ______81 Pier Design and Plans and tasks 14.17 – 14.21 are not applicable for this project. _81 14.17 Pier Geometry (Not applicable for this project) ______81 14.18 Pier Stability Analysis (Not applicable for this project) ______81 14.19 Pier Structural Design (Not applicable for this project)______81 14.20 Pier Plan and Elevation (Not applicable for this project) ______81 14.21 Pier Details (Not applicable for this project) ______82 Miscellaneous Substructure Design and Plans and task 14.22 are not applicable for this project. ______82 14.22 Foundation Layout (Not applicable for this project) ______82 Superstructure Deck Design and Plans and tasks 14.23 – 14.29 are not applicable for this project. ______82 14.23 Finish Grade Elevation (FGE) Calculation (Not applicable for this project) _82 14.24 Finish Grade Elevations (Not applicable for this project) ______82 14.25 Bridge Deck Design (Not applicable for this project) ______82 14.26 Bridge Deck Reinforcing and Concrete Quantities (Not applicable for this project) ______82 14.27 Superstructure Plan (Not applicable for this project) ______82 14.28 Superstructure Section (Not applicable for this project) ______82 14.29 Miscellaneous Bridge Deck Details (Not applicable for this project) ______82 Reinforcing Bar Lists and task 14.30 are not applicable for this project. ______82 14.30 Preparation of Reinforcing Bar List (Not applicable for this project) ______82 Structural Steel Plate Girder Design and tasks 14.31 – 14.44 are not applicable for this project. ______82 14.31 Unit Modeling (Not applicable for this project) ______82 14.32 Section Design (Not applicable for this project) ______82 14.33 Stiffener Design and Locations (Not applicable for this project) ______82 14.34 Cross-frame Design (Not applicable for this project) ______82 14.35 Connections (Not applicable for this project) ______82 14.36 Bearing Assembly Design and Detailing (With Jacking Analysis) (Not applicable for this project) ______82 14.37 Splice Design (Not applicable for this project) ______82 14.38 Shear Stud Connectors (Not applicable for this project) ______82 14.39 Deflection Analysis (Not applicable for this project) ______82 14.40 Framing Plan (Not applicable for this project) ______82 14.41 Girder Elevation (Not applicable for this project) ______82 14.42 Structural Steel Details (Not applicable for this project) ______83 14.43 Splice Details (Not applicable for this project) ______83 14.44 Girder Deflections and Camber (Not applicable for this project) ______83 Structural Steel Box Girder Design and tasks 14.45 – 14.59 are not applicable for this project. ______83 14.45 Unit Modeling (Not applicable for this project) ______83 14.46 Section Design (Not applicable for this project) ______83 14.47 Stiffener Design and Locations (Not applicable for this project) ______83 14.48 Interior Cross-Frame Design (Not applicable for this project) ______83

A-12 FPN: 445362 1 32 01

14.49 Exterior Cross-Frame Design (Not applicable for this project) ______83 14.50 Connections (Not applicable for this project) ______83 14.51 Bearing Assembly Design and Detailing (with Jacking Analysis) (Not applicable for this project) ______83 14.52 Splice Design (Not applicable for this project) ______83 14.53 Shear Stud Connectors (Not applicable for this project) ______83 14.54 Deflection Analysis (Not applicable for this project) ______83 14.55 Framing Plan (Not applicable for this project) ______83 14.56 Girder Elevation (Not applicable for this project) ______83 14.57 Structural Steel Details (Not applicable for this project) ______83 14.58 Splice Details (Not applicable for this project) ______83 14.59 Girder Deflections and Camber (Not applicable for this project) ______83 Erection Scheme and tasks 14.60 – 14.61 are not applicable for this project. _____83 14.60 Erection Scheme Analysis (Not applicable for this project) ______83 14.61 Erection Scheme (Not applicable for this project) ______83 Load Rating and task 14.62 are not applicable for this project. ______83 14.62 Load Rating (Not applicable for this project) ______83

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable for this project. ______84 General Layout Design and Plans and tasks 15.1 – 15.9 are not applicable for this project. ______84 15.1 Final Bridge Geometry (Not applicable for this project) ______84 15.2 Casting Geometry Calculation (Not applicable for this project) ______84 15.3 Finish Grade Geometry Calculation (Not applicable for this project) ______84 15.4 Finish Grade Elevations (Not applicable for this project) ______84 15.5 Construction Schedule (Not applicable for this project) ______84 15.6 General Plan and Elevation (Not applicable for this project) ______84 15.7 Approach Slab Plan and Details (Not applicable for this project) ______84 15.8 Miscellaneous Details (Not applicable for this project) ______84 15.9 Existing Bridge Plans (Not applicable for this project) ______84 End Bent Design and Plans and tasks 15.10 – 15.14 are not applicable for this project. ______84 15.10 End Bent Geometry (Not applicable for this project) ______84 15.11 Wingwall Geometry and Design (Not applicable for this project) ______84 15.12 End Bent Structural Design (Not applicable for this project) ______84 15.13 End Bent Plan and Elevation (Not applicable for this project) ______84 15.14 End Bent Details (Not applicable for this project) ______84 Pier Design and Plans and tasks 15.15 – 15.20 are not applicable for this project. _84 15.15 Pier Geometry (Not applicable for this project) ______84 15.16 Pier Stability Analysis (Not applicable for this project) ______84 15.17 Pier Construction Loads (Not applicable for this project) ______84 15.18 Pier Structural Design (Not applicable for this project)______84 15.19 Pier Plan and Elevation (Not applicable for this project) ______84 15.20 Pier Details (Not applicable for this project) ______84 Miscellaneous Substructure Design and Plans and task 15.21 are not applicable for

A-13 FPN: 445362 1 32 01

this project. ______84 15.21 Foundation Layout (Not applicable for this project) ______85 Longitudinal Analysis and tasks 15.22 – 15.33 are not applicable for this project. _85 15.22 Section Properties (Not applicable for this project) ______85 15.23 Material Properties (Not applicable for this project) ______85 15.24 Superimposed Dead Loads (Not applicable for this project) ______85 15.25 Construction Sequence (Not applicable for this project) ______85 15.26 Tendon Layouts (Not applicable for this project) ______85 15.27 Live Load Analysis (Not applicable for this project)______85 15.28 Temperature Gradient (Not applicable for this project) ______85 15.29 Time Dependent Analysis (Not applicable for this project) ______85 15.30 Stress Summary (Not applicable for this project) ______85 15.31 Ultimate Moments (Not applicable for this project) ______85 15.32 Ultimate Shear (Not applicable for this project) ______85 15.33 Construction Loading (Not applicable for this project) ______85 Transverse Analysis and tasks 15.34 – 15.39 are not applicable for this project. ___85 15.34 Time Dependent Analysis (Not applicable for this project) ______85 15.35 Live Load Analysis (Not applicable for this project)______85 15.36 Temperature Gradient (Not applicable for this project) ______85 15.37 Stress Summary (Not applicable for this project) ______85 15.38 Ultimate Moments (Not applicable for this project) ______85 15.39 Construction Loading (Not applicable for this project) ______85 Superstructure Design and tasks 15.40 – 15.47 are not applicable for this project. _85 15.40 Typical Segment (Not applicable for this project) ______85 15.41 Pier Segment (Not applicable for this project) ______85 15.42 Expansion Joint Segment (Not applicable for this project) ______85 15.43 Blister Details (Not applicable for this project) ______86 15.44 Deviator Blocks (Not applicable for this project) ______86 15.45 Bearings (Not applicable for this project) ______86 15.46 Expansion Joints (Not applicable for this project) ______86 15.47 Special Analysis (Not applicable for this project) ______86 Superstructure Plans and tasks 15.48 – 15.57 are not applicable for this project. __86 15.48 Typical Sections (Not applicable for this project) ______86 15.49 Finish Grade Elevations (Not applicable for this project) ______86 15.50 Segment Layout / Designations (Not applicable for this project) ______86 15.51 Typical Segments (Not applicable for this project) ______86 15.52 Variable Depth Segments (Not applicable for this project) ______86 15.53 Pier Segments (Not applicable for this project) ______86 15.54 Expansion Joint Segments (Not applicable for this project) ______86 15.55 CIP Closure Joint Details (Not applicable for this project) ______86 15.56 Casting Geometry (Not applicable for this project) ______86 15.57 Integrated 3-D Drawings (Not applicable for this project) ______86 Post-Tensioning Details and tasks 15.58 – 15.66 are not applicable for this project. 86 15.58 Bulkhead Details (Not applicable for this project) ______86 15.59 Transverse Tendon Layout (Not applicable for this project) ______86 15.60 Longitudinal Tendon Layout (Not applicable for this project) ______86

A-14 FPN: 445362 1 32 01

15.61 Temporary Post-Tensioning (Not applicable for this project) ______86 15.62 Quantities and Stressing Schedule (Not applicable for this project) ______86 15.63 Future Post-Tensioning (Not applicable for this project) ______86 15.64 Anchorage Blisters (Not applicable for this project) ______86 15.65 Deviation Blocks (Not applicable for this project) ______86 15.66 PT Grouting Plan Details (Not applicable for this project) ______87 Miscellaneous Details and tasks 15.67 – 15.75 are not applicable for this project. _87 15.67 Erection Sequence and Details (Not applicable for this project) ______87 15.68 Access Opening Details (Not applicable for this project) ______87 15.69 Bearings (Not applicable for this project) ______87 15.70 Expansion Joints (Not applicable for this project) ______87 15.71 Vermin Screen Details (Not applicable for this project) ______87 15.72 Railing Details (Not applicable for this project) ______87 15.73 Lighting and Luminaries (Not applicable for this project) ______87 15.74 Architectural Details (Not applicable for this project) ______87 15.75 Special Systems (Not applicable for this project) ______87 Reinforcing Bar Lists and task 15.76 are not applicable for this project. ______87 15.76 Preparation of Reinforcing Bar Lists (Not applicable for this project) ______87 Load Rating and task 15.77 are not applicable for this project. ______87 15.77 Load Rating (LRFR) (Not applicable for this project) ______87

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable for this project. ______87 Final Design Bascule Pier and tasks 16.1- 16.9 are not applicable for this project. _87 16.1 Pier Deck (Not applicable for this project) ______87 16.2 Leaf/Pier Clearance Diagrams (Not applicable for this project) ______87 16.3 Load Shoe Columns (Not applicable for this project) ______87 16.4 Trunnion Columns (Not applicable for this project) ______87 16.5 Foundations (Not applicable for this project) ______87 16.6 Footing (Not applicable for this project) ______87 16.7 Seal (Not applicable for this project) ______87 16.8 Back Wall (Approach Span Bearings) Closed Piers only (Not applicable for this project) ______88 16.9 Bascule Pier Deck Elevations (Not applicable for this project) ______88 Bascule Pier Dimensions - Detailing and tasks 16.10- 16.12 are not applicable for this project. ______88 16.10 Pier Plan Views (Not applicable for this project) ______88 16.11 Pier Elevations Views (Not applicable for this project)______88 16.12 Pier Sections (Not applicable for this project) ______88 Bascule Pier Reinforcing Details and task 16.13 are not applicable for this project. 88 16.13 Pier Reinforcing (Not applicable for this project) ______88 Bascule Pier Miscellaneous Details and tasks 16.14 – 16.20 are not applicable for this project. ______88 16.14 Pier Barrier Details (Not applicable for this project) ______88 16.15 Stair Details (Not applicable for this project) ______88 16.16 Handrail Details (Not applicable for this project) ______88

A-15 FPN: 445362 1 32 01

16.17 Ladder and Hatch Details (Not applicable for this project) ______88 16.18 Pier Equipment (Not applicable for this project) ______88 16.19 Bascule Pier Notes and Summary of Quantities (Not applicable for this project) ______88 16.20 Miscellaneous Details (Not applicable for this project) ______88 Bascule Leaf Design and tasks 16.21 – 16.38 are not applicable for this project. __88 16.21 Deck Design (Not applicable for this project) ______88 16.22 Sidewalk Design (Not applicable for this project) ______88 16.23 Stringer Design (Not applicable for this project) ______88 16.24 Typical Floorbeam Design (Not applicable for this project) ______88 16.25 End Floorbeam Design (Not applicable for this project) ______88 16.26 Deep Floorbeam Design (Not applicable for this project) ______88 16.27 Sidewalk Bracket Design (Not applicable for this project) ______88 16.28 Roadway Bracket Design (Not applicable for this project) ______88 16.29 Main Girder Influence Lines (Not applicable for this project) ______89 16.30 Main Girder Design (Not applicable for this project) ______89 16.31 Trunnion Girder Design (Not applicable for this project) ______89 16.32 Main Girder Camber Data (Not applicable for this project) ______89 16.33 Leaf Lateral Bracing Design (Not applicable for this project) ______89 16.34 Counterweight Design (Not applicable for this project) ______89 16.35 Live Load Shoe Design (Not applicable for this project) ______89 16.36 Barrier Design (Not applicable for this project) ______89 16.37 Deck Elevations (Not applicable for this project) ______89 16.38 Balance Calculations (Not applicable for this project) ______89 Bascule Leaf Detailing and tasks 16.39 – 16.59 are not applicable for this project. 89 16.39 Bascule GP&E (Not applicable for this project) ______89 16.40 Bascule Leaf Notes (Not applicable for this project) ______89 16.41 Framing Plan (Not applicable for this project) ______89 16.42 Flooring Plan and Details (Not applicable for this project) ______89 16.43 Typical Section and Finish Grade Elevations (Not applicable for this project) ______89 16.44 Girder Elevation (Not applicable for this project) ______89 16.45 Girder Details (Not applicable for this project) ______89 16.46 Camber Layout (Not applicable for this project) ______89 16.47 Floor Beams (Not applicable for this project) ______89 16.48 Counterweight Girder/Box (Not applicable for this project) ______89 16.49 Trunnion Girder (Not applicable for this project) ______89 16.50 Cylinder Girder (Not applicable for this project) ______89 16.51 Lateral Bracing Details (Not applicable for this project) ______89 16.52 Counterweight Bracing Details (Not applicable for this project) ______89 16.53 Joint Details (Not applicable for this project) ______90 16.54 Traffic Barrier Details (Not applicable for this project) ______90 16.55 Pedestrian Rail and Support Details (Not applicable for this project) ______90 16.56 Curb and Sidewalk Details (Not applicable for this project) ______90 16.57 Barrier and Sidewalk Bracket Details (Not applicable for this project) _____90 16.58 Counterweight Details (Not applicable for this project) ______90

A-16 FPN: 445362 1 32 01

16.59 Stress Table or Influence Lines (Not applicable for this project) ______90 Mechanical Design and tasks 16.60 – 16.63 are not applicable for this project. ___90 16.60 Final Power Requirements (Not applicable for this project) ______90 16.61 Trunnion Assembly (Not applicable for this project) ______90 16.62 Span Locks (Not applicable for this project) ______90 16.63 Sump Pumps (Not applicable for this project) ______90 Mechanical Drive Design and tasks 16.64 – 16.67 are not applicable for this project. ______90 16.64 Drive Shafts, Couplings, Keys, Bearings and Supports (Not applicable for this project) ______90 16.65 Rack and Pinion, Bearings and Supports (Not applicable for this project) ___90 16.66 Drive Train (Not applicable for this project) ______90 16.67 Motor Brakes and Machinery Brakes (Not applicable for this project) ______90 Hydraulic Drive Design and task 16.68 is not applicable for this project. ______90 16.68 Hydraulic Drive (Not applicable for this project) ______90 Machinery Detailing and tasks 16.69 – 16.74 are not applicable for this project. __90 16.69 Machinery Layout (Not applicable for this project) ______90 16.70 Machinery Elevation (Not applicable for this project) ______90 16.71 Machinery Section (Not applicable for this project) ______90 16.72 Trunnion Assembly (Not applicable for this project) ______90 16.73 Drive Details (Not applicable for this project) ______90 16.74 Span Locks (Not applicable for this project) ______91 Electrical Design and tasks 16.75 – 16.81 are not applicable for this project. _____91 16.75 Load Analysis (Not applicable for this project) ______91 16.76 Power Distribution (Not applicable for this project) ______91 16.77 Drive Equipment (Not applicable for this project) ______91 16.78 Bridge Controls (Not applicable for this project) ______91 16.79 Grounding (Not applicable for this project) ______91 16.80 Lightning and Surge Suppression (Not applicable for this project) ______91 16.81 Pier Lighting (Not applicable for this project) ______91 Electrical Detailing and tasks 16.82 – 16.94 are not applicable for this project. ___91 16.82 Electrical Plan and Elevation (Not applicable for this project) ______91 16.83 Electrical Symbols and Abbreviations (Not applicable for this project) _____91 16.84 Single/Three Line Diagram (Not applicable for this project) ______91 16.85 Panel Board and Light Fixture Schedules (Not applicable for this project) __91 16.86 Wire and Conduit Schedules and Diagrams (Not applicable for this project) _91 16.87 Control Desk/Panel Layout (Not applicable for this project) ______91 16.88 Control Schematics (Not applicable for this project) ______91 16.89 PLC Logic (Not applicable for this project) ______91 16.90 Communication System (Not applicable for this project) ______91 16.91 Navigation Lighting Details (Not applicable for this project) ______91 16.92 Pedestrian Gate, Traffic Gate, and Barrier Details (Not applicable for this project) ______91 16.93 Submarine Cable (Not applicable for this project) ______91 16.94 Miscellaneous Details (Not applicable for this project) ______91 Control House and tasks 16.95 – 16.100 are not applicable for this project. ______91

A-17 FPN: 445362 1 32 01

16.95 Architectural Design (Not applicable for this project) ______91 16.96 Architectural Details (Not applicable for this project) ______92 16.97 Structural Design (Not applicable for this project) ______92 16.98 Structural Details (Not applicable for this project) ______92 16.99 HVAC/Plumbing Design (Not applicable for this project) ______92 16.100 HVAC/Plumbing/Electrical Cables (Not applicable for this project) ______92 Reinforcing Bar Lists and task 16.101 are not applicable for this project. ______92 16.101 Preparation of Reinforcing Bar List (Not applicable for this project) ______92 Load Rating and task 16.102 are not applicable for this project. ______92 16.102 Load Rating (Not applicable for this project) ______92

17 STRUCTURES - RETAINING WALLS and tasks 17.1 – 17.21 are not applicable for this project. ______92 General Requirements and tasks 17.1 – 17.2 are not applicable for this project. ___92 17.1 Key Sheet (Not applicable for this project) ______92 17.2 Horizontal Wall Geometry (Not applicable for this project) ______92 Permanent Proprietary Walls and tasks 17.3 – 17.6 are not applicable for this project. ______92 17.3 Vertical Wall Geometry (Not applicable for this project) ______92 17.4 Semi-Standard Drawings (Not applicable for this project) ______92 17.5 Wall Plan and Elevations (Control Drawings) (Not applicable for this project) ______92 17.6 Details (Not applicable for this project) ______92 Temporary Proprietary Walls and tasks 17.7 – 17.10 are not applicable for this project. ______92 17.7 Vertical Wall Geometry (Not applicable for this project) ______92 17.8 Semi-Standard Drawings (Not applicable for this project) ______92 17.9 Wall Plan and Elevations (Control Drawings) (Not applicable for this project) ______92 17.10 Details (Not applicable for this project) ______92 Cast-In-Place Retaining Walls and tasks 17.11 – 17.16 are not applicable for this project. ______92 17.11 Design (Not applicable for this project) ______93 17.12 Vertical Wall Geometry (Not applicable for this project) ______93 17.13 General Notes (Not applicable for this project) ______93 17.14 Wall Plan and Elevations (Control Drawings) (Not applicable for this project) ______93 17.15 Sections and Details (Not applicable for this project) ______93 17.16 Reinforcing Bar List (Not applicable for this project) ______93 Other Retaining Walls and Bulkheads and tasks 17.17 – 17.21 are not applicable for this project. ______93 17.17 Design (Not applicable for this project) ______93 17.18 Vertical Wall Geometry (Not applicable for this project) ______93 17.19 General Notes, Tables and Miscellaneous Details (Not applicable for this project) ______93 17.20 Wall Plan and Elevations (Not applicable for this project) ______93

A-18 FPN: 445362 1 32 01

17.21 Details (Not applicable for this project) ______93

18 STRUCTURES - MISCELLANEOUS ______93 Concrete Box Culverts and tasks 18.1 – 18.4 are not applicable for this project. ___93 18.1 Concrete Box Culverts (Not applicable for this project) ______93 18.2 Concrete Box Culverts Extensions (Not applicable for this project) ______93 18.3 Concrete Box Culvert Data Table Plan Sheets (Not applicable for this project) ______93 18.4 Concrete Box Culvert Special Details Plan Sheets (Not applicable for this project) ______93 Strain Poles ______93 18.6 Concrete Strain Poles ______93 18.8 Strain Pole Special Details Plan Sheets ______93 Mast Arms and tasks 18.9 – 18.11 are not applicable for this project. ______94 18.9 Mast Arms (Not applicable for this project) ______94 18.10 Mast Arms Data Table Plan Sheets (Not applicable for this project) ______94 18.11 Mast Arms Special Details Plan Sheets (Not applicable for this project) ____94 Overhead/Cantilever Sign Structure and tasks 18.12 – 18.18 are not applicable for this project. ______94 18.12 Cantilever Sign Structures (Not applicable for this project) ______94 18.13 Overhead Span Sign Structures (Not applicable for this project) ______94 18.14 Special (Long Span) Overhead Sign Structures (Not applicable for this project) ______94 18.15 Monotube Overhead Sign Structure (Not applicable for this project) ______94 18.16 Bridge Mounted Signs (Attached to Superstructure) (Not applicable for this project) ______94 18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets (Not applicable for this project) ______94 18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets (Not applicable for this project) ______94 High Mast Lighting and task 18.19 – 18.20 are not applicable for this project. ____94 18.19 Non-Standard High Mast Lighting Structures (Not applicable for this project) ______94 18.20 High Mast Lighting Special Details Plan Sheets (Not applicable for this project) ______94 Noise Barrier Walls (Ground Mount) and tasks 18.21 – 18.27 are not applicable for this project. ______94 18.21 Horizontal Wall Geometry (Not applicable for this project) ______94 18.22 Vertical Wall Geometry (Not applicable for this project) ______94 18.23 Summary of Quantities – Aesthetic Requirements (Not applicable for this project) ______94 18.24 Control Drawings (Not applicable for this project) ______94 18.25 Design of Noise Barrier Walls Covered by Standards (Not applicable for this project) ______94 18.26 Design of Noise Barrier Walls not Covered by Standards (Not applicable for this project) ______94

A-19 FPN: 445362 1 32 01

18.27 Aesthetic Details (Not applicable for this project) ______94 Special Structures (Not applicable for this project) ______95 18.28 Fender System (Not applicable for this project) ______95 18.28 Fender System (Not applicable for this project) ______95 18.30 Special Structures (Not applicable for this project) ______95 18.31 Other Structures (Not applicable for this project) ______95 18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (Optional Services) ______95 18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (Not applicable for this project) ______95 18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles (Not applicable for this project) ______95 18.35 Ancillary Structures Report (Not applicable for this project) ______95

19 SIGNING AND PAVEMENT MARKING ANALYSIS and tasks 19.1 – 19.16 are not applicable for this project ______95 19.1 Traffic Data Analysis (Not applicable for this project) ______95 19.2 No Passing Zone Study (Not applicable for this project) ______95 19.3 Reference and Master Design File (Not applicable for this project) ______95 19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____95 19.5 Sign Panel Design Analysis (Not applicable for this project) ______95 19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______95 19.7 Quantities (Not applicable for this project) ______95 19.8 Cost Estimate (Not applicable for this project) ______95 19.9 Technical Special Provisions and Modified Special Provisions (Not applicable for this project) ______95 19.10 Other Signing and Pavement Marking Analysis (Not applicable for this project) ______95 19.11 Field Reviews (Not applicable for this project) ______95 19.12 Technical Meetings (Not applicable for this project) ______96 19.13 Quality Assurance/Quality Control (Not applicable for this project) ______96 19.14 Independent Peer Review (Not applicable for this project) ______96 19.15 Supervision (Not applicable for this project) ______96 19.16 Coordination (Not applicable for this project) ______96

20 SIGNING AND PAVEMENT MARKING PLANS and tasks 20.1 – 20.15 are not applicable for this project. ______96 20.1 Key Sheet (Not applicable for this project) ______96 20.2 Summary of Pay Items Including Quantity Input (Not applicable for this project) ______96 20.3 Tabulation of Quantities (Not applicable for this project) ______96 20.4 General Notes/Pay Item Notes (Not applicable for this project) ______96 20.5 Project Layout (Not applicable for this project) ______96 20.6 Plan Sheet (Not applicable for this project) ______96 20.7 Typical Details (Not applicable for this project) ______96 20.8 Guide Sign Work Sheet(s) (Not applicable for this project) ______96

A-20 FPN: 445362 1 32 01

20.9 Traffic Monitoring Site (Not applicable for this project)______96 20.10 Cross Sections (Not applicable for this project) ______96 20.11 Special Service Point Details (Not applicable for this project) ______96 20.12 Special Details (Not applicable for this project) ______96 20.13 Interim Standards (Not applicable for this project) ______96 20.14 Quality Assurance/Quality Control (Not applicable for this project) ______96 20.15 Supervision (Not applicable for this project) ______96

21 SIGNALIZATION ANALYSIS ______96 21.1 Traffic Data Collection ______97 21.2 Traffic Data Analysis ______97 21.3 Signal Warrant Study (Not applicable for this project) ______97 21.4 Systems Timings (Not applicable for this project) ______97 21.5 Reference and Master Signalization Design File (Not applicable for this project) ______97 21.6 Reference and Master Interconnect Communication Design File (Not applicable for this project) ______97 21.7 Overhead Street Name Sign Design (Not applicable for this project) ______97 21.8 Pole Elevation Analysis (Not applicable for this project) ______97 21.9 Traffic Signal Operation Report______97 21.10 Quantities (Not applicable for this project) ______97 21.11 Cost Estimate (Not applicable for this project) ______97 21.12 Technical Special Provisions and Modified Special Provisions (Not applicable for this project) ______97 21.13 Other Signalization Analysis ______97 21.14 Field Reviews (Not applicable for this project) ______97 21.15 Technical Meetings (Not applicable for this project) ______98 21.16 Quality Assurance/Quality Control ______98 21.17 Independent Peer Review (Not applicable for this project) ______98 21.18 Supervision ______98 21.19 Coordination ______98

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable for this project.______98 22.1 Key Sheet (Not applicable for this project) ______98 22.2 Summary of Pay Items Including Designer Interface Quantity Input (Not applicable for this project) ______98 22.3 Tabulation of Quantities (Not applicable for this project) ______98 22.4 General Notes/Pay Item Notes (Not applicable for this project) ______98 22.5 Plan Sheet (Not applicable for this project) ______98 22.6 Interconnect Plans (Not applicable for this project) ______98 22.7 Traffic Monitoring Site (Not applicable for this project)______98 22.8 Guide Sign Worksheet (Not applicable for this project) ______98 22.9 Special Details (Not applicable for this project) ______98 22.10 Special Service Point Details (Not applicable for this project) ______98 22.11 Mast Arm/Monotube Tabulation Sheet (Not applicable for this project) ____99

A-21 FPN: 445362 1 32 01

22.12 Strain Pole Schedule (Not applicable for this project) ______99 22.13 TCP Signal (Temporary) (Not applicable for this project) ______99 22.14 Temporary Detection Sheet (Not applicable for this project) ______99 22.15 Utility Conflict Sheet (Not applicable for this project) ______99 22.16 Interim Standards (Not applicable for this project) ______99 22.17 Quality Assurance/Quality Control (Not applicable for this project) ______99 22.18 Supervision (Not applicable for this project) ______99

23 LIGHTING ANALYSIS and tasks 23.1 – 23.17 are not applicable for this project.______99 23.1 Lighting Justification Report (Not applicable for this project) ______99 23.2 Lighting Design Analysis Report (Not applicable for this project) ______99 23.3 Voltage Drop Calculations (Not applicable for this project) ______99 23.4 FDEP Coordination and Report (Not applicable for this project) ______99 23.5 Reference and Master Design Files (Not applicable for this project) ______99 23.6 Temporary Lighting (Not applicable for this project) ______99 23.7 Design Documentation (Not applicable for this project) ______99 23.8 Quantities (Not applicable for this project) ______99 23.9 Cost Estimate (Not applicable for this project) ______99 23.10 Technical Special Provisions and Modified Special Provisions (Not applicable for this project) ______99 23.11 Other Lighting Analysis (Not applicable for this project) ______99 23.12 Field Reviews (Not applicable for this project) ______99 23.13 Technical Meetings (Not applicable for this project) ______99 23.14 Quality Assurance/Quality Control (Not applicable for this project) ______99 23.15 Independent Peer Review (Not applicable for this project) ______99 23.16 Supervision (Not applicable for this project) ______100 23.17 Coordination (Not applicable for this project) ______100

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable for this project. 100 24.1 Key Sheet (Not applicable for this project) ______100 24.2 Summary of Pay Item Sheet Including Designer Interface Quantity Input (Not applicable for this project) ______100 24.3 Tabulation of Quantities (Not applicable for this project) ______100 24.4 General Notes/Pay Item Notes (Not applicable for this project) ______100 24.5 Pole Data, Legend & Criteria (Not applicable for this project) ______100 24.6 Service Point Details (Not applicable for this project) ______100 24.7 Project Layout (Not applicable for this project) ______100 24.8 Plan Sheet (not applicable for this project) ______100 24.9 Special Details (Not applicable for this project) ______100 24.10 Temporary Lighting Data and Details (Not applicable for this project) ____100 24.11 Traffic Control Plan Sheets (Not applicable for this project) ______100 24.12 Interim Standards (Not applicable for this project) ______100 24.13 Quality Assurance/Quality Control (Not applicable for this project) ______100 24.14 Supervision (Not applicable for this project) ______100

A-22 FPN: 445362 1 32 01

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.16 are not applicable for this project. ______100 25.1 Data Collection (Not applicable for this project) ______100 25.2 Site Inventory and Analysis for Proposed Landscape (Not applicable for this project) ______100 25.3 Planting Design (Not applicable for this project) ______100 25.4 Irrigation Design (Not applicable for this project) ______100 25.5 Hardscape Design (Not applicable for this project) ______100 25.6 Plan Summary Boxes (Not applicable for this project) ______101 25.7 Cost Estimates (Not applicable for this project) ______101 25.8 Technical Special Provisions and Modified Special Provisions (Not applicable for this project) ______101 25.9 Other Landscape Architecture (Not applicable for this project) ______101 25.10 Outdoor Advertising (Not applicable for this project) ______101 25.11 Field Reviews (Not applicable for this project) ______101 25.12 Technical Meetings / Public Meetings (Not applicable for this project) ____101 25.13 Quality Assurance/Quality Control (Not applicable for this project) ______101 25.14 Independent Peer Review (Not applicable for this project) ______101 25.15 Supervision (Not applicable for this project) ______101 25.16 Project Coordination (Not applicable for this project) ______101 25.17 Interdisciplinary Coordination (Not applicable for this project) ______101

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable for this project. ______101 26.1 Key Sheet (Not applicable for this project) ______101 26.2 Tabulation of Quantities (Not applicable for this project) ______101 26.3 General Notes (Not applicable for this project) ______101 26.4 Tree and Vegetation Inventory, Protection and Relocation Plans (Not applicable for this project) ______101 26.5 Planting Plans for Linear Roadway Projects (Not applicable for this project) ______101 26.6 Planting Plans (Interchanges and Toll Plazas) (Not applicable for this project) ______101 26.7 Planting Details and Notes (Not applicable for this project) ______101 26.8 Irrigation Plans for Linear Roadway Project (Not applicable for this project) ______101 26.9 Irrigation Plans for Interchange and Toll Plazas (Not applicable for this project) ______101 26.10 Irrigation Details and Notes (Not applicable for this project) ______101 26.11 Hardscape Plans (Not applicable for this project) ______102 26.12 Hardscape Details and Notes (Not applicable for this project) ______102 26.13 Landscape Maintenance Plan (Not applicable for this project) ______102 26.14 Cost Estimate (Not applicable for this project) ______102 26.15 Quality Assurance/Quality Control (Not applicable for this project) ______102 26.16 Supervision (Not applicable for this project) ______102

A-23 FPN: 445362 1 32 01

27 SURVEY ______102 27.1 Horizontal Project Control (HPC) (Not applicable for this project) ______102 27.2 Vertical Project Control (VPC) (Not applicable for this project) ______102 27.3 Alignment and/or Existing Right of Way (R/W) Lines ______102 27.4 Aerial Targets (Not applicable for this project) ______102 27.5 Reference Points (Not applicable for this project) ______103 27.6 Topography/Digital Terrain Model (DTM) (3D) (Not applicable for this project) ______103 27.7 Planimetric (2D) ______103 27.8 Roadway Cross Sections/Profiles ______103 27.9 Side Street Surveys ______103 27.10 Underground Utilities______103 27.11 Outfall Survey (Not applicable for this project) ______104 27.12 Drainage Survey (Not applicable for this project) ______104 27.13 Bridge Survey (Minor/Major) (Not applicable for this project) ______104 27.14 Channel Survey (Not applicable for this project) ______104 27.15 Pond Site Survey (Not applicable for this project) ______104 27.16 Mitigation Survey (Not applicable for this project) ______104 27.17 Jurisdiction Line Survey (Not applicable for this project) ______104 27.18 Geotechnical Support ______104 27.19 Sectional/Grant Survey (Not applicable for this project) ______104 27.20 Subdivision Location (Not applicable for this project) ______105 27.21 Maintained R/W ______105 27.22 Boundary Survey (Not applicable for this project) ______105 27.23 Water Boundary Survey (Not applicable for this project) ______105 27.24 Right of Way Staking, Parcel / Right of Way Line ______105 27.25 Right of Way Monumentation (Not applicable for this project) ______105 27.26 Line Cutting (Not applicable for this project) ______105 27.27 Work Zone Safety ______105 27.28 Miscellaneous Surveys ______105 27.29 Supplemental Surveys (Not applicable for this project) ______105 27.30 Document Research ______105 27.31 Field Review ______105 27.32 Technical Meetings ______105 27.33 Quality Assurance/Quality Control (QA/QC) ______105 27.34 Supervision ______106 27.35 Coordination ______106

28 PHOTOGRAMMETRY and tasks 28.1 – 28.25 are not applicable for this project.______106 28.1 Flight Preparation (Not applicable for this project) ______106 28.2 Control Point Coordination (Not applicable for this project) ______106 28.3 Mobilization (Not applicable for this project) ______106 28.4 Flight Operations (Not applicable for this project) ______106 28.5 Film Processing (Not applicable for this project) ______106 28.6 Photo Products (Not applicable for this project) ______106

A-24 FPN: 445362 1 32 01

28.7 Scanning (Not applicable for this project) ______106 28.8 LiDAR (Not applicable for this project) ______106 28.9 Aerial Triangulation (Not applicable for this project) ______106 28.10 Surfaces (Not applicable for this project) ______106 28.11 Ortho Generation (Not applicable for this project) ______106 28.12 Rectified Digital Imagery (Georeferenced) (Not applicable for this project) 106 28.13 Mosaicking (Not applicable for this project) ______106 28.14 Sheet Clipping (Not applicable for this project) ______106 28.15 Topographics (3D) (Not applicable for this project) ______106 28.16 Planimetrics (2D) (Not applicable for this project) ______106 28.17 Drainage Basin (Not applicable for this project) ______106 28.18 CADD Edit (Not applicable for this project) ______107 28.19 Data Merging (Not applicable for this project) ______107 28.20 Miscellaneous (Not applicable for this project) ______107 28.21 Field Review (Not applicable for this project) ______107 28.22 Technical Meetings (Not applicable for this project) ______107 28.23 Quality Assurance/Quality Control (Not applicable for this project) ______107 28.24 Supervision (Not applicable for this project) ______107 28.25 Coordination (Not applicable for this project) ______107

29 MAPPING ______107 Master CADD File (Not applicable for this project) ______107 29.1 Alignment (Not applicable for this project) ______107 29.2 Section and 1/4 Section Lines (Not applicable for this project) ______107 29.3 Subdivisions / Property Lines (Not applicable for this project) ______107 29.4 Existing Right of Way (Not applicable for this project) ______107 29.5 Topography (Not applicable for this project)______107 29.6 Parent Tract Properties and Existing Easements (Not applicable for this project) ______107 29.7 Proposed Right of Way Requirements (Not applicable for this project) ____107 29.8 Limits of Construction (Not applicable for this project) ______107 29.9 Jurisdictional/Agency Lines (Not applicable for this project) ______107 Sheet Files (Not applicable for this project) ______107 29.10 Control Survey Cover Sheet (Not applicable for this project) ______107 29.11 Control Survey Key Sheet (Not applicable for this project) ______107 29.12 Control Survey Detail Sheet (Not applicable for this project) ______107 29.13 Right of Way Map Cover Sheet (Not applicable for this project) ______107 29.14 Right of Way Map Key Sheet (Not applicable for this project) ______107 29.15 Right of Way Map Detail Sheet (Not applicable for this project) ______108 29.16 Maintenance Map Cover Sheet (Not applicable for this project) ______108 29.17 Maintenance Map Key Sheet (Not applicable for this project) ______108 29.18 Maintenance Map Detail Sheet (Not applicable for this project) ______108 29.19 Reference Point Sheet (Not applicable for this project)______108 29.20 Project Network Control Sheet (Not applicable for this project) ______108 29.21 Table of Ownerships Sheet (Not applicable for this project) ______108 Miscellaneous Surveys and Sketches ______108

A-25 FPN: 445362 1 32 01

29.22 Parcel Sketches (Not applicable for this project) ______108 29.23 TIITF Sketches (Not applicable for this project) ______108 29.24 Other Specific Purpose Survey(s) (Not applicable for this project) ______108 29.25 Boundary Survey(s) Map (Not applicable for this project) ______108 29.26 Right of Way Monumentation Map (Not applicable for this project) ______108 29.27 Title Search Map (Not applicable for this project) ______108 29.28 Title Search Report (Not applicable for this project) ______108 29.29 Legal Descriptions (Not applicable for this project) ______108 29.30 Final Map/Plans Comparison (Not applicable for this project) ______108 29.31 Field Reviews (Not applicable for this project) ______108 29.32 Technical Meetings (Not applicable for this project) ______108 29.33 Quality Assurance/Quality Control (Not applicable for this project) ______108 29.34 Supervision (Not applicable for this project) ______108 29.35 Coordination (Not applicable for this project) ______108 29.36 Supplemental Mapping (Not applicable for this project) ______108

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 – 30.19 are not applicable for this project. ______108 30.1 Terrestrial Mobile LiDAR Mission Planning (Not applicable for this project) ______109 30.2 Project Control Point Coordination (Not applicable for this project) ______109 30.3 Terrestrial Mobile LiDAR Mobilization (Not applicable for this project) __109 30.4 Terrestrial Mobile LiDAR Mission (Not applicable for this project) ______109 30.5 Terrestrial Mobile LiDAR Processing (Not applicable for this project) ____109 30.6 Terrestrial Mobile Photography Processing (Not applicable for this project) 109 30.7 Transformation / Adjustment (Not applicable for this project) ______109 30.8 Classification / Editing (Not applicable for this project) ______109 30.9 Specific Surface Reporting (Not applicable for this project) ______109 30.10 Topographic (3D) Mapping (Not applicable for this project) ______109 30.11 Topographic (2D) Planimetric Mapping (Not applicable for this project) __109 30.12 CADD Edits (Not applicable for this project) ______109 30.13 Data Merging (Not applicable for this project) ______109 30.14 Miscellaneous (Not applicable for this project) ______109 30.15 Field Reviews (Not applicable for this project) ______109 30.16 Technical Meetings (Not applicable for this project) ______109 30.17 Quality Assurance/ Quality Control (Not applicable for this project) ______109 30.18 Supervision (Not applicable for this project) ______109 30.19 Coordination (Not applicable for this project) ______109

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not applicable for this project. ______109 Architectural Plans and tasks 31.1 – 31.37 are not applicable for this project. ____109 31.1 Architectural Program Review/Verification (Not applicable for this project)109 31.2 Key Sheet and Index of Sheets (Not applicable for this project) ______109 31.3 General Notes, Abbreviations, Symbols, and Legend (Not applicable for this project) ______110

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31.4 Life Safety Plan(s) (Not applicable for this project) ______110 31.5 Site Plan(s) (Not applicable for this project) ______110 31.6 Floor Plan(s) (small scale) (Not applicable for this project) ______110 31.7 Floor Plan(s) (large scale) (Not applicable for this project) ______110 31.8 Exterior Elevation(s) (Not applicable for this project) ______110 31.9 Roof Plan(s) (Not applicable for this project) ______110 31.10 Roof Details (Not applicable for this project) ______110 31.11 Interior Elevation(s) (Not applicable for this project) ______110 31.12 Rest Room Plan(s) (Enlarged) (Not applicable for this project) ______110 31.13 Rest Room Elevation(s) (Not applicable for this project) ______110 31.14 Building Section(s) (Not applicable for this project) ______110 31.15 Stair Section, Enlarged Stair Plan and Details (Not applicable for this project) ______110 31.16 Reflective Ceiling Plan(s) (Not applicable for this project)______110 31.17 Room Finish Schedule or Finish Plan (Not applicable for this project) ____110 31.18 Door and Window Finish Schedule (Not applicable for this project) ______110 31.19 Door Jamb Detail(s) and Window Details (Not applicable for this project) _110 31.20 Exterior Wall Section(s) (Not applicable for this project) ______110 31.21 Interior Wall Section(s) (Not applicable for this project) ______110 31.22 Overhead Door Detail(s) (Not applicable for this project) ______110 31.23 Curtain Wall Detail(s) (Not applicable for this project) ______110 31.24 Fascia, Soffit and Parapet Details (Not applicable for this project) ______110 31.25 Signage Detail(s) (Not applicable for this project) ______110 31.26 Miscellaneous Detail(s) (Not applicable for this project) ______110 31.27 Repetitive Sheets (Not applicable for this project) ______110 31.28 Design Narrative Reports (Not applicable for this project) ______111 31.29 Permitting (Not applicable for this project) ______111 31.30 Other Pertinent Project Documentation (Not applicable for this project) ___111 31.31 Cost Estimate (Not applicable for this project) ______111 31.32 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______111 31.33 Field Reviews (Not applicable for this project) ______111 31.34 Technical Meetings (Not applicable for this project) ______111 31.35 Quality Assurance/Quality Control (Not applicable for this project) ______111 31.36 Meeting with Independent Peer Review (Not applicable for this project)___111 31.37 Supervision (Not applicable for this project) ______111 Structural Plans and tasks 31.38 – 31.67 are not applicable for this project. _____111 31.38 General Notes, Abbreviations, Symbols, and Legend (Not applicable for this project) ______111 31.39 Foundation Plan(s) (Small Scale) (Not applicable for this project) ______111 31.40 Foundation Plan(s) (Large Scale) (Not applicable for this project) ______111 31.41 Slab Plan(s) (Small Scale) (Not applicable for this project) ______111 31.42 Slab Plan(s) (Large Scale) (Not applicable for this project) ______111 31.43 Slab Placement Plan(s) (Not applicable for this project) ______111 31.44 Slab Placement Detail(s) (Not applicable for this project) ______111 31.45 Foundation Section(s) (Not applicable for this project) ______111

A-27 FPN: 445362 1 32 01

31.46 Foundation Detail(s) (Not applicable for this project) ______111 31.47 Slab Section(s) (Not applicable for this project) ______111 31.48 Slab Detail(s) (Not applicable for this project) ______111 31.49 Roof Framing Plan(s) (Small Scale) (Not applicable for this project)______111 31.50 Roof Framing Plan(s) (Large Scale) (Not applicable for this project)______111 31.51 Roof Loading Plan(s) and Detail(s) (Not applicable for this project) ______111 31.52 Roof Section(s) (Not applicable for this project) ______112 31.53 Roof Detail(s) (Not applicable for this project) ______112 31.54 Bearing Wall Section(s) (Not applicable for this project) ______112 31.55 Bearing Wall Detail(s) (Not applicable for this project) ______112 31.56 Column Section(s) (Not applicable for this project) ______112 31.57 Column Detail(s) (Not applicable for this project) ______112 31.58 Miscellaneous Sections (Not applicable for this project) ______112 31.59 Repetitive Sheets (Not applicable for this project) ______112 31.60 Other Pertinent Project Documentation (Not applicable for this project) ___112 31.61 Cost Estimate (Not applicable for this project) ______112 31.62 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______112 31.63 Field Reviews (Not applicable for this project) ______112 31.64 Technical Meetings (Not applicable for this project) ______112 31.65 Quality Assurance/Quality Control (Not applicable for this project) ______112 31.66 Independent Peer Review (Not applicable for this project) ______112 31.67 Supervision (Not applicable for this project) ______112 Mechanical Plans and tasks 31.68 – 31.86 are not applicable for this project. ____112 31.68 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project) ______112 31.69 Plan(s) (Small Scale) (Not applicable for this project) ______112 31.70 Plan(s) (Large Scale) (Not applicable for this project) ______112 31.71 Detail(s) (Not applicable for this project) ______112 31.72 Section(s) (Not applicable for this project) ______112 31.73 Piping Schematic(s) (Not applicable for this project) ______112 31.74 Control Plan(s) (Not applicable for this project) ______112 31.75 Schedule(s) (Not applicable for this project) ______113 31.76 HVAC Calculations (Not applicable for this project) ______113 31.77 Life Cycle Cost Analysis (Not applicable for this project) ______113 31.78 Repetitive Sheets (Not applicable for this project) ______113 31.79 Other Pertinent Project Documentation (Not applicable for this project) ___113 31.80 Cost Estimate (Not applicable for this project) ______113 31.81 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______113 31.82 Field Reviews (Not applicable for this project) ______113 31.83 Technical Meetings (Not applicable for this project) ______113 31.84 Quality Assurance/Quality Control (Not applicable for this project) ______113 31.85 Independent Peer Review (Not applicable for this project) ______113 31.86 Supervision (Not applicable for this project) ______113 Plumbing Plans and tasks 31.87 – 31.101 are not applicable for this project. ____113

A-28 FPN: 445362 1 32 01

31.87 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project) ______113 31.88 Plan(s) (Small Scale) (Not applicable for this project) ______113 31.89 Plan(s) (Large Scale) (Not applicable for this project) ______113 31.90 Isometric(s) (Large Scale) (Not applicable for this project) ______113 31.91 Riser Diagram(s) (Not applicable for this project) ______113 31.92 Detail(s) (Not applicable for this project) ______113 31.93 Repetitive Sheets (Not applicable for this project) ______113 31.94 Other Pertinent Project Documentation (Not applicable for this project) ___113 31.95 Cost Estimate (Not applicable for this project) ______113 31.96 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______113 31.97 Field Reviews (Not applicable for this project) ______114 31.98 Technical Meetings (Not applicable for this project) ______114 31.99 Quality Assurance/Quality Control (Not applicable for this project) ______114 31.100 Independent Peer Review (Not applicable for this project) ______114 31.101 Supervision (Not applicable for this project) ______114 Fire Protection Plans ______114 and tasks 31.102 – 31.114 are not applicable for this project. ______114 31.102 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project) ______114 31.103 Fire Protection Plan (Not applicable for this project) ______114 31.104 Riser Diagram, Details, and Partial Plans (Not applicable for this project) 114 31.105 Hydraulic Calculation (Not applicable for this project) ______114 31.106 Repetitive Sheets (Not applicable for this project) ______114 31.107 Other Pertinent Project Documentation (Not applicable for this project) __114 31.108 Cost Estimate (Not applicable for this project) ______114 31.109 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______114 31.110 Field Reviews (Not applicable for this project) ______114 31.111 Technical Meetings (Not applicable for this project) ______114 31.112 Quality Assurance/Quality Control (Not applicable for this project) _____114 31.113 Independent Peer Review (Not applicable for this project) ______114 31.114 Supervision (Not applicable for this project) ______114 Electrical Plans ______114 31.115 – 31.143 are not applicable for this project. ______114 31.115 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project) ______114 31.116 Electrical Site Plan (Not applicable for this project) ______114 31.117 Lighting Plan(s) (Not applicable for this project) ______114 31.118 Lighting Fixtures Schedule(s) (Not applicable for this project) ______115 31.119 Lighting Fixtures Detail(s) (Not applicable for this project)______115 31.120 Lightning Protection Plan(s) (Not applicable for this project) ______115 31.121 Lightning Protection Details (Not applicable for this project) ______115 31.122 Power Plan(s) (Not applicable for this project) ______115 31.123 Power Distribution Riser Diagram(s) (Not applicable for this project) ___115

A-29 FPN: 445362 1 32 01

31.124 Panel Board Schedule(s) (Not applicable for this project) ______115 31.125 Data Plan(s) (Not applicable for this project) ______115 31.126 Data Detail(s) (Not applicable for this project) ______115 31.127 Communication Plan(s) (Not applicable for this project) ______115 31.128 Communication Detail(s) (Not applicable for this project) ______115 31.129 Security Alarm System Plan(s) (Not applicable for this project) ______115 31.130 Miscellaneous Detail(s) (Not applicable for this project) ______115 31.131 Repetitive Sheets (Not applicable for this project) ______115 31.132 Energy Analysis (Not applicable for this project) ______115 31.133 Other Pertinent Project Documentation (Not applicable for this project) __115 31.134 Cost Estimate (Not applicable for this project) ______115 31.135 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project) ______115 31.136 Field Reviews (Not applicable for this project) ______115 31.137 Technical Meetings (Not applicable for this project) ______115 31.138 Quality Assurance/Quality Control (Not applicable for this project) _____115 31.139 Independent Peer Review (Not applicable for this project) ______115 31.140 Supervision (Not applicable for this project) ______115 31.141 LEED Certification (Not applicable for this project) ______115 31.142 Coordination (Not applicable for this project) ______115 31.143 Building Information Modeling (BIM) (Not applicable for this project)__116

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE and tasks 32.1 – 32.9 are not applicable for this project. ______116 32.1 Noise Analysis (Not applicable for this project) ______116 32.2 Noise Barrier Evaluation (Not applicable for this project) ______116 32.3 Public Involvement (Not applicable for this project) ______116 32.4 Outdoor Advertising Identification (Not applicable for this project) ______116 32.5 Noise Study Report (NSR) Addendum (Not applicable for this project) ___116 32.6 Technical Meetings (Not applicable for this project) ______116 32.7 Quality Assurance/Quality Control (Not applicable for this project) ______116 32.8 Supervision (Not applicable for this project) ______116 32.9 Coordination (Not applicable for this project) ______116

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS ______116 33.1 ITS Analysis ______116 33.2 Communications Plan ______122 33.3 Grounding and Lightning Protection Analysis ______123 33.4 Power Subsystem ______123 33.5 Voltage Drop Calculations ______124 33.6 Design Documentation ______124 33.7 Existing ITS ______124 33.8 Queue Analysis ______124 33.9 Reference and Master ITS Design File ______124 33.10 Reference and Master Communications Design File ______125 33.11 Pole Elevation Analysis ______125

A-30 FPN: 445362 1 32 01

33.12 Sign Panel Design Analysis (Not applicable for this project) ______125 33.13 Quantities ______125 33.14 Cost Estimate ______125 33.15 Technical Special Provisions and Modified Special Provisions ______125 33.16 Other ITS Analyses ______126 33.17 Field Reviews ______126 33.18 Technical Meetings ______127 33.19 Quality Assurance / Quality Control ______127 33.20 Supervision ______127 33.21 Coordination ______127

34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS ______128 34.1 Key Sheet ______128 34.2 Summary of Pay Items Including Designer Interface Quantity Input ______128 34.3 Tabulation of Quantities ______128 34.4 General Notes / Pay Item Notes ______128 34.5 Project Layout ______128 34.6 Typical and Special Details ______128 34.7 Plan Sheet ______129 34.8 ITS Communications Plans ______129 34.9 Fiber Optic Splice Diagrams ______129 34.10 Lightning Protection Plans ______130 34.11 Cross Sections (Not applicable for this project) ______130 34.12 Guide Sign Work Sheet(s) (Not applicable for this project) ______130 34.13 Special Service Point Details ______130 34.14 Strain Pole Schedule ______130 34.15 Overhead / Cantilever Sign Structure (Not applicable for this project) _____130 34.16 Other Overhead Sign Structures (Long Span, Monotube, etc.) (Not applicable for this project) ______130 34.17 Temporary Traffic Control Plans (TTCP) ______130 34.18 Interim Standards ______130 34.19 GIS Data and Asset Management Requirements ______131 34.20 Quality Assurance / Quality Control ______131 34.21 Supervision ______131

35 GEOTECHNICAL ______131 35.1 Document Collection and Review ______132 35.2 Develop Detailed Boring Location Plan (Not applicable for this project)___132 35.3 Stake Borings/Utility Clearance (Not applicable for this project) ______132 35.4 Muck Probing (Not applicable for this project) ______132 35.5 Coordinate and Develop MOT Plans for Field Investigation (Not applicable for this project) ______132 35.6 Drilling Access Permits (Not applicable for this project) ______132 35.7 Property Clearances (Not applicable for this project) ______132 35.8 Groundwater Monitoring (Not applicable for this project) ______132 35.9 LBR / Resilient Modulus Sampling (Not applicable for this project) ______132

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35.10 Coordination of Field Work (Not applicable for this project) ______132 35.11 Soil and Rock Classification – Roadway (Not applicable for this project) __132 35.12 Design LBR (Not applicable for this project) ______132 35.13 Laboratory Data (Not applicable for this project) ______133 35.14 Seasonal High Water Table (Not applicable for this project) ______133 35.15 Parameters for Water Retention Areas (Not applicable for this project) ____133 35.16 Delineate Limits of Unsuitable Material (Not applicable for this project) __133 35.17 Electronic Files for Cross-Sections (Not applicable for this project) ______133 35.18 Embankment Settlement and Stability (Not applicable for this project) ____133 35.19 Monitor Existing Structures (Not applicable for this project) ______133 35.20 Stormwater Volume Recovery and/or Background Seepage Analysis (Not applicable for this project) ______133 35.21 Geotechnical Recommendations (Not applicable for this project) ______133 35.22 Pavement Condition Survey and Pavement Evaluation Report (Not applicable for this project) ______133 35.23 Preliminary Roadway Report (Not applicable for this project) ______133 35.24 Final Report (Not applicable for this project) ______133 35.25 Auger Boring Drafting (Not applicable for this project) ______133 35.26 SPT Boring Drafting (Not applicable for this project) ______133 35.27 Develop Detailed Boring Location Plan ______133 35.28 Stake Borings/Utility Clearance ______134 35.29 Coordinate and Develop TTCP for Field Investigation ______134 35.30 Drilling Access Permits ______134 35.31 Property Clearances ______134 35.32 Collection of Corrosion Samples (Not applicable for this project) ______134 35.33 Coordination of Field Work ______134 35.34 Soil and Rock Classification - Structures ______134 35.35 Tabulation of Laboratory Data ______134 35.36 Estimate Design Groundwater Level for Structures (Not applicable for this project) ______134 35.37 Selection of Foundation Alternatives (BDR) ______134 35.38 Detailed Analysis of Selected Foundation Alternate(s) ______135 35.39 Bridge Construction and Testing Recommendations (Not applicable for this project) ______135 35.40 Lateral Load Analysis (Optional) (Not applicable for this project) ______135 35.41 Walls (Not applicable for this project) ______135 35.42 Sheet Pile Wall Analysis (Optional) (Not applicable for this project) ______135 35.43 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and Geotechnical Recommendations ______135 35.44 Box Culvert Analysis (Not applicable for this project) ______135 35.45 Preliminary Report - BDR (Not applicable for this project) ______135 35.46 Final Report - Bridge and Associated Walls (Not applicable for this project) ______135 35.47 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights _135 35.48 SPT Boring Drafting ______136 35.49 Other Geotechnical (Not applicable for this project) ______137

A-32 FPN: 445362 1 32 01

35.50 Technical Special Provisions and Modified Special Provisions ______137 35.51 Field Reviews ______137 35.52 Technical Meetings ______137 35.53 Quality Assurance/Quality Control ______137 35.54 Supervision ______137 35.55 Coordination ______137 36 3D MODELING (Not applicable for this project) ______137 36.1 Phase I 3D Design Model (30% Plans) (Not applicable for this project) ___137 36.2 Phase II 3D Design Model (60% Plans) (Not applicable for this project) ___137 36.3 Phase III 3D Design Model (90% Plans) (Not applicable for this project) __137 36.4 Final 3D Model Design (100% Plans) (Not applicable for this project) ____137 36.5 Cross Section Design Files (Not applicable for this project) ______137 36.6 Template and Assembly Development ______137 (Not applicable for this project) ______137 36.7 Quality Assurance/Quality Control (Not applicable for this project) ______137 36.8 Supervision (Not applicable for this project) ______137 36.9 Coordination (Not applicable for this project) ______137

37 PROJECT REQUIREMENTS ______138 37.1 Liaison Office______138 37.2 Key Personnel ______138 37.3 Progress Reporting ______138 37.4 Correspondence ______138 37.5 Professional Endorsement ______138 37.6 Computer Automation ______138 37.7 Coordination with Other Consultants______138 37.8 Optional Services ______139

38 INVOICING LIMITS ______139

List of Appendices Appendix A. Inventory List

Appendix B. I-4 FRAME Corridors Exhibit

Appendix C. 2018 ATCMD Grant Application

A-33 FPN: 445362 1 32 01

SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES HIGHWAY AND BRIDGE/STRUCTURAL DESIGN

This Exhibit forms an integral part of the agreement between the State of Florida Department of Transportation (hereinafter referred to as the DEPARTMENT or FDOT) and ______(hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 445362 1 32 01

Federal Aid Project No.: N/A

County Section No.: 10, 16, 92, 75

Description: I-4 Florida’s Regional Advanced Mobility Elements (FRAME) Systems Manager Consultant

Bridge No(s).: N/A

Rail Road Crossing No: Rail Road Crossings are listed in Appendix A. Inventory List and shown in Appendix B. I-4 FRAME Corridors Exhibit.

Context Classification: N/A

1 PURPOSE

The purpose of this Exhibit is to describe the scope of work and the responsibilities of the CONSULTANT and the DEPARTMENT in connection with the design and preparation of a complete set of construction contract documents and incidental engineering services, as necessary, for improvements to the transportation facility described herein.

Major work mix includes: 750 – ITS Communication System Major work groups include: 6.3.1 Intelligent Transportation System Analysis and Design 6.3.2 Intelligent Transportation System Implementation 6.3.3 Intelligent Transportation Traffic Engineering System Communications 6.3.4 Intelligent Transportation Systems Software

Minor work groups include: 3.1 Minor Highway Design 4.1.1 Miscellaneous Structures 6.2 Traffic Signal Timing 8.2 Design, Right of Way Construction Surveying 8.3 Photogrammetric Mapping

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9.1 Soil Exploration 9.2 Geotechnical Classification Lab Testing 13.4 Systems Planning

Known alternative construction contracting methods include: N/A

The general objective is for the CONSULTANT to prepare a set of contract documents including plans, specifications, supporting engineering analysis, calculations and other technical documents in accordance with FDOT policy, procedures and requirements. These Contract documents will be used by the contractor to build the project and test the project components. These Contract documents will be used by the DEPARTMENT or its Construction Engineering Inspection (CEI) representatives for inspection and final acceptance of the project. The CONSULTANT shall follow a Systems Engineering Process to ensure that all required project components are included in the development of the Contract documents and the project can be built as designed and to specifications.

This Project, using the System Manager Approach, will design and implement connected vehicle deployments and integrate them into the SunGuide® installations in their respective Districts, District One, District Five, District Seven, and Florida’s Turnpike Enterprise (FTE). ATSPM data shall be designed to integrate as determined by the District and Local Agencies in which they are located. The Scope of Services establishes which items of work in the FDOT Design Manual and other pertinent manuals are specifically prescribed to accomplish the work included in this contract, and also indicate which items of work will be the responsibility of the CONSULTANT and/or the DEPARTMENT.

The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee request(s).

The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the DEPARTMENT and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with DEPARTMENT procedures. The CONSULTANT is expected to know the laws and rules governing their professions and is expected to provide services in accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The Consultant shall provide qualified technical and professional personnel to perform to Department standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The Consultant shall minimize to the maximum extent possible the Department’s need to apply its own resources to assignments authorized by the Department.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The Department’s technical reviews are for

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high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The DEPARTMENT may provide job-specific information and/or functions as outlined in this contract, if favorable.

2 PROJECT DESCRIPTION

The CONSULTANT will be the Systems Manager for the I-4 FRAME project to implement Connected Vehicle (CV) technology and Automated Traffic Signal Performance Metrics (ATSPM) for freeway management systems and arterial management systems in Hillsborough, Polk, Osceola, and Orange Counties. The project will deploy equipment as recommended by the CONSULTANT and approved by the DEPARTMENT along I-4 and connecting arterials listed in Appendix A via fiber optic cable and/or wireless communication.

The technologies and systems to be considered in this project are as follows (and further detailed in Section 33 and the I-4 FRAME 2018 ATCMTD Grant Application in Appendix C):

1. Connected Vehicle Applications for Freeway Management Systems 2. Arterial Management Systems and Connected Vehicle Applications 3. Automated Traffic Signal Performance Measures (ATSPM) 4. On-Board Units (OBU) 5. Security Credential Management System (SCMS) 6. Advance Detectors for Railroad and Mid-Block Crossings 7. Software Development

As this project will be implemented using the Systems Manager approach, the CONSULTANT shall be responsible for testing and integration as part of post design services. This approach is being used to ensure design consistency as well as seamless integration with District One, District Five, District Seven, Florida’s Turnpike Enterprise (FTE), and I-4 FRAME partners. The final products will be a functioning system along with the validation and verification testing documents.

The CONSULTANT shall coordinate extensively with the DEPARTMENT, including regular meetings with the Districts and Central Office. An initial kick-off meeting will be required with the DEPARTMENT to set the expectations of this project before work effort begins.

The CONSULTANT shall coordinate with local rental car companies, freight providers, and other fleet owners for potential implementation of On Board Units (OBUs) at the direction of the DEPARTMENT. A Request for Proposals for OBUs shall be developed and submitted for the DEPARTMENT’S use in equipping these fleets.

The CONSULTANT shall coordinate with partners at the DEPARTMENT’s direction to ensure a successful project, including a method of operations, maintenance responsibilities,

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and agreements formalizing roles. Partners shall include signal maintenance agencies, local and private agencies, universities and MPOs. The CONSULTANT shall recommend for DEPARTMENT approval appropriate partners prior to coordination. A list of likely partners is provided in the I-4 FRAME 2018 ATCMTD Grant Application in Appendix C.

The CONSULTANT shall prepare conceptual documents including an analysis and all documentation necessary for the DEPARTMENT to review and provide direction prior to developing design plans.

The CONSULTANT shall provide contract documents that will include design of a complete set of plans separated by District. Documents will include ATSPM and RSU implementation along with supporting infrastructure and System Engineering documents showing the architecture of the project and a Concept of Operations (ConOps) documenting the role and responsibility of the various partners, public and private.

The CONSULTANT shall develop, evaluate, and prepare plans based on at least one, but possibly several requests for information of interoperable equipment from vendors of CV and ATSPM technology as approved by the DEPARTMENT.

The CONSULTANT shall develop four project options based on technology needed, corridor priority, increasing cost estimates, and other CONSULTANT determined criteria to give the DEPARTMENT the ability to select the best option, depending on funding availability.

The CONSULTANT shall develop a priority ranking of the importance of roadway corridors within the project area for DEPARTMENT approval. The corridors shall be ranked based on expected benefits of the proposed CV systems and services, from the most important (Priority Level 1) to the least important (Priority Level 3).

The CONSULTANT shall prepare presentations, exhibits, status reports, and other documentation for DEPARTMENT use.

The CONSULTANT shall be capable of delivering the project in the midst of the current dynamic CV environment. The CONSULTANT shall recommend alternatives to the DEPARTMENT taking into account the changing mobility technologies such as Dedicated Short Range Communication (DSRC) and Cellular Vehicle-To-Everything (C-V2X).

The CONSULTANT shall have an in-depth knowledge of Big Data and its application in CV systems and services, including RSU implementation, and be prepared and able to inform and make recommendations to the DEPARTMENT.

2.1 Project General and Roadway (Activities 3, 4, and 5)

Public Involvement: N/A

Other Agency Presentations/Meetings: N/A

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Joint Project Agreements: N/A

Specification Package Preparation: The CONSULTANT shall review and update all Specifications for a Systems Manager approach and for development of a complete set of plans for the I-4 Florida’s Regional Advanced Mobility Elements (FRAME) project. This shall also include a Specification Package with Technical Special Provisions, Modified Special Provisions, and any required Proprietary Product Certification forms for all devices and coordination for any emerging software needed for this project.

Value Engineering: N/A

Risk Assessment Workshop: N/A

Plan Type: N/A

Typical Section: N/A

Pavement Design: N/A

Pavement Type Selection Report(s): N/A

Cross Slope: N/A

Access Management Classification: N/A

Transit Route Features: N/A Major Intersections/Interchanges: N/A

Roadway Alternative Analysis: N/A

Level of TTCP: N/A

Temporary Lighting: N/A

Temporary Signals: N/A

Temporary Drainage: N/A

Design Variations/Exceptions: N/A

Back of Sidewalk Profiles: N/A

Selective Clearing and Grubbing: N/A

2.2 Drainage (Activities 6a and 6b) (Not applicable to this project)

2.3 Utilities Coordination (Activity 7)

The CONSULTANT is responsible to certify that all necessary arrangements for utility work on this project have been made and will not conflict with the physical construction schedule. The A-38

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CONSULTANT should coordinate with DEPARTMENT personnel to coordinate transmittals to Utility Companies and meet production schedules.

The CONSULTANT shall ensure FDOT standards, policies, procedures, practices, and design criteria are followed concerning utility coordination.

The CONSULTANT may employ more than one individual or utility engineering consultant to provide utility coordination and engineering design expertise. The CONSULTANT shall identify a dedicated person responsible for managing all utility coordination activities. This person shall be contractually referred to as the Utility Coordination Manager and shall be identified in the CONSULTANT proposal. The Utility Coordination Manager shall be required to satisfactorily demonstrate to the FDOT District Utilities Administrator that they have the following knowledge, skills, and expertise:

• A minimum of four years of experience performing utility coordination in accordance with FDOT, Federal Highway Administration (FHWA), and American Association of State Highway and Transportation Officials (AASHTO) standards, policies, and procedures.

• A thorough knowledge of the FDOT plans production process and District utility coordination process.

• A thorough knowledge of FDOT agreements, standards, policies, and procedures.

• The Utility Coordination Manager shall be responsible for managing all utility coordination, including the following:

• Assuring that Utility Coordination and accommodation is in accordance to the FDOT, FHWA, and AASHTO standards, policies, procedures, and design criteria.

• Assisting the Engineer of Record in identifying all existing utilities and coordinating any new installations. Assisting the Engineer of Record with resolving utility conflicts.

• Scheduling and performing utility coordination meetings, keeping and distribution of minutes/action items of all utility meetings, and ensuring expedient follow-up on all unresolved issues.

• Distributing all plans, conflict matrixes and changes to affected utility owners and making sure this information is properly coordinated and documented.

• Identifying and coordinating the completion of any FDOT or utility owner agreement that is required for reimbursement, or accommodation of the utility facilities associated with the project.

• Review and certify to the District Utilities Administrator that all Utility Work Schedules are correct and in accordance with the Department’s standards, policies, and procedures.

• Prepare, review and process all utility related reimbursable paperwork inclusive of betterment and salvage determination.

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The CONSULTANT’s utility coordination work shall be performed and directed by the Utility Coordination Manager that was identified and approved by FDOT’s Project Manager. Any proposed change of the approved Utility Coordination Manager shall be subject to review and approval by FDOT’s Project Manager prior to any change being made in this contract.

2.4 Environmental Permits, Compliances, and Environmental Clearances (Activity 8)

The CONSULTANT shall determine the permitting involvement required while developing the project design. Environmental analysis (including field work) relative to A-13 wetlands and wildlife will be dependent upon the proposed improvements. The CONSULTANT is responsible for the environmental analysis as appropriate.

The CONSULTANT shall submit an electronic copy of the draft permit packages or No Permit Required (NPR) letter to each District’s Permits Coordinator, one electronic copy to the District TSMO project manager, and one electronic copy to District Seven’s Project Manager prior to starting 90% plan development of any assignment. An electronic copy of the final permit packages, if applicable, shall be completed and delivered to District Seven’s Project Manager and each District’s Permits Coordinator, after Phase II Plans Submittal.

The CONSULTANT shall pay for all regulatory permit application fees required for the Project and shall be reimbursed per current FDOT guidelines.

The DEPARTMENT will provide compensatory wetland mitigation in accordance with Section 373.4137, Florida Statutes.

2.5 Structures (Activities 9 – 18)

Bridge(s): N/A

Retaining Walls: N/A

Noise Barrier Walls: N/A

Miscellaneous: Concrete Strain Poles for ITS devices as needed and directed by the DEPARTMENT.

2.6 Signing and Pavement Markings (Activities 19 & 20) (Not applicable to this project)

2.7 Signalization (Activities 21 & 22)

Intersections: Signalized intersections to be included are listed in Appendix A. Inventory List The CONSULTANT shall review these intersections for implementation of Connected Vehicle (CV) technology and Automated Traffic Signal Performance Metrics (ATSPM) and make recommendations to the DEPARTMENT for approval.

Traffic Data Collection: Locations to be included are listed in Appendix A. Inventory List The CONSULTANT shall review and determine data collection required to implement CV technology and ATSPM, particularly as needed for advance detectors for railroad and mid-block crossings; and use in Signal Phasing and Timing (SPaT), Transit Signal Priority (TSP), and pre- emption applications. A-40

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Traffic Studies: N/A

Count Stations: N/A

Traffic Monitoring Sites: N/A

2.8 Lighting (Activities 23 & 24) (Not applicable to this project)

2.9 Landscape Architecture (Activities 25 & 26) (Not applicable for this project)

2.10 Survey (Activity 27)

Design Survey: The CONSULTANT shall determine the level of design survey necessary for each assignment.

Subsurface Utility Exploration: The CONSULTANT shall determine the level of subsurface utility exploration necessary for each assignment. Right of Way Survey:

The CONSULTANT shall determine the level of right of way survey necessary for each assignment.

Vegetation Survey: N/A

2.11 Photogrammetry (Activity 28) (Not applicable to this project)

2.12 Mapping (Activity 29)

The CONSULTANT shall determine the level of mapping necessary for each assignment.

Control Survey Map: N/A

Right of Way Map: N/A

Legal Descriptions: N/A

Maintenance Map: N/A

Miscellaneous Items: N/A

2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project)

2.14 Architecture (Activity 31) (Not applicable for this project)

2.15 Noise Barriers (Activity 32) (Not applicable to this project)

2.16 Intelligent Transportation Systems (Activities 33 & 34)

Cyber Security:

The CONSULTANT shall ensure compliance with Cyber Security Standards: Chapter 60GG

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F.A.C., Florida Information Technology Project Management and Oversight Standards.

Governed by the Agency for State Technology (AST), Chapter 60GG F.A.C., Florida Information Technology Project Management and Oversight Standards, establishes project management principles that State Agencies are required to follow when implementing information technology projects. The DEPARTMENT must adhere to the State project management standards and ensure that all project documentation created by the Vendor, DEPARTMENT, or both in collaboration, is developed and maintained in accordance with Chapter 60GG F.A.C. The Vendor must be familiar with the State project management standards and be prepared to work with the DEPARTMENT to satisfy all requirements. It is important for the Vendor to recognize that documentation, monitoring, or reporting requirements could change mid-project, based on the project’s AST Risk and Complexity Assessment, outlined in 60GG. The Vendor must be adaptable to changes required by Chapter 60GG F.A.C., without increasing cost to the DEPARTMENT.

Chapter 60GG F.A.C., Information Technology Security

Governed by the Agency for State Technology (AST), Chapter 60GG F.A.C., Information Technology Security, also known as the Florida Cybersecurity Standards (FCS), establishes cybersecurity standards for information technology (IT) resources. State Agencies are required to follow these standards in the management and operations of state IT resources. The DEPARTMENT must adhere with the Florida Cybersecurity Standards for all IT projects created by the Vendor, DEPARTMENT, or both in collaboration. The Vendor must be familiar with the State cybersecurity standards and be prepared to work with the DEPARTMENT to satisfy all requirements.

Florida Cybersecurity Standards, 60GG F.A.C. Section 66GG-2.003 requires that agencies determine the potential security impact of all systems. If the system is found to have a categorization of moderate impact or higher, a system security plan (SSP) will be required. The SSP must address the security setup of the system, ensuring that required security controls are in place and listing the required information described in Section 66GG -2.003(5)(g)(4). The SSP must be submitted and approved by the FDOT Information Security Manager (ISM). An SSP template is available from the FDOT ISM.

Systems Engineering: The CONSULTANT shall design a complete set of plans separated by District for the I-4 Florida’s Regional Advanced Mobility Elements (FRAME). The project limits will be along I-4 and connecting arterials listed in Appendix A from the Central Business District in Tampa to the southwest area of Orlando at the Florida Turnpike. The design will be separated in four individual projects by District responsibilities.

A System Engineering Management Plan (SEMP), Concept of Operations (ConOps), Regional Intelligent Transportation System Architecture (RITSA), Requirements Traceability and Verification Matrix (RTVM), and Validation and Verification Test Plans will be completed and updated as needed through the life of the Project. The design plans will include all needed infrastructure as outlined in this Scope of Services. The CONSULTANT shall prepare a Project Intelligent Transportation System Architecture (PITSA) via a Connected Vehicle Reference Implementation Architecture (CVRIA). The SEMP shall have within it:

• Project Management Plan

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• Change Management Plan • Quality Management Plan • Risk Management Plan • Security Plan • Requirements Traceability and Verification Matrix • Test Plan

The CONSULTANT shall design the connected vehicle (CV) technologies to connect to the existing local jurisdictions’ ATMSs and FDOT District Seven, Five, One and FTE’s Sunguide®. The CONSULTANT shall provide integration and testing services for the ITS devices as part of the Post Design Services effort which will be negotiated prior to construction. Construction Engineering Inspection (CEI) Services will not be included in this design contract. CEI will be provided by the DEPARTMENT or by a separate Consultant.

The CONSULTANT shall determine the preferred locations for Roadside Units (RSUs) and the integration and compatibility of CV applications to support Signal Phasing and Timing (SPaT), Transit Signal Priority (TSP), and pre-emption. The CONSULTANT shall identify where fiber optic cable (FOC) and/or wireless equipment is needed to provide communication along connecting arterials. The CONSULTANT shall be responsible for the coordination and oversight of the installation and configuration of any needed Server upgrades to the Data Integration and Video Aggregation System (DIVAS) housed within the FDOT Orlando RTMC. The CONSULTANT shall develop signal timing updates and coordinate with the signal maintaining agencies and FDOT to support TSP, SPaT and any proposed operation improvements requiring signal timing updates.

There are seven established or underway programs or systems that the CONSULTANT shall consider and once agreed upon by the DEPARTMENT, coordinate integration of any assigned design effort with this project. The CONSULTANT shall determine the level of coordination and integration needed and make recommendations for DEPARTMENT approval. The following systems shall be considered by the CONSULTANT (additional information is provided in the I-4 FRAME 2018 ATCMTD Grant Application in Appendix C):

• Freeway Management System (FMS)

• Arterial Management Systems

• FDOT SunGuide®

• Florida 511 Advanced Traveler Information System

• Data Integration and Video Aggregation System (DIVAS)

• Waze and HERE Data

• Truck Parking Data - Within I-4 FRAME project limits, there are two rest areas and two weigh stations with truck parking availability systems (TPAS) connected to the FDOT wide area network. The CONSULTANT shall integrate TPAS system data from existing installations for real-time freight operation and parking availability information collection and dissemination. A-43

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ATSPM and CV Hardware Deployment

The CONSULTANT shall investigate the sites listed in Appendix A. Inventory List for ATSPM Deployment, RSU Deployment, and all CV hardware. The CONSULTANT shall verify existing conditions, determine need, and develop plans as approved by the DEPARTMENT for the purpose of implementing these devices and directing the contractor to retrofit existing cabinets with ATSPM capable devices, RSUs, and all CV hardware.

The CONSULTANT shall provide the DEPARTMENT with a list of hardware and software that the CONSULTANT shall implement and integrate into each respective Maintaining Agency TMC. The CONSULTANT is responsible to make changes that may include but not be limited to, network modifications, firmware updates, application installation, operating system updates, hardware installation, and configuration updates. The DEPARTMENT will make all needed enhancements to SunGuide® software.

The CONSULTANT shall develop all contract requirements needed to ensure a functioning system. This may include requirements for Vendor demonstrations, support services, and/or proprietary products.

The CONSULTANT shall coordinate with Central Office to develop all Federal Communications Commission (FCC) applications needed for the RSUs. The FCC Rules that apply to RSUs are in Part 90 of the FCC Rules, Sections 90.371 through 90.383. To help prepare the applications package by Central Office, the CONSULTANT shall include the height above ground of each of the bases of the supporting structures of the antennas, height of the supporting structures and maximum height of the supporting structures including antennas, antenna make and model, or operating characteristics such as length and gain, and the operating channels for each location.

This Project will be designed and implemented using the System Manager Approach. The final products to be submitted include the complete design for each corridor and all signalized intersections within it, integration, retiming (if required), and testing.

The Federal Highway Administration issued Rule 940 entitled Intelligent Transportation Systems (ITS) Architecture and Standards to ensure new projects conform to the National ITS Architecture and standards as well as with a regional ITS architecture developed to reflect the local needs, issues, problems, and objectives for implementation.

For all projects with ITS activities, the CONSULTANT shall follow the Rule 940 requirements and use a Systems Engineering approach for the determining the requirements for the project. The CONSULTANT shall develop all necessary documents to support the Rule 940 requirements like Concept of Operations (ConOPS), Systems Engineering Management Plan (SEMP), Requirements Traceability Verification Matrix (RTVM) and others as deemed necessary by the Department.

The ITS shall operate from each of the District’s TMCs within the respective project area.

• District One South West Interagency Facility for Transportation (SWIFT) SunGuide® Center is located at 10041 Daniels Parkway, Fort Myers, Florida.

• District Five Orlando Urban Office at 4975 Wilson Road, Sanford, Florida. A-44

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• District Seven Tampa Bay SunGuide® Center (TBSGC) is located at District 7 Headquarters 11201 N. McKinley Drive., Tampa, Florida.

• Florida's Turnpike, Milepost 263.0, Building No. 5315, Turkey Lake Service Plaza, Ocoee, Florida.

Integration and operation shall be through using the SunGuide® (SunGuide) Software

Interchanges: N/A

Traffic Data Collection: Locations to be included are listed in Appendix A. The CONSULTANT shall review and determine data collection required to implement CV technology and ATSPM.

Geographical Information System (GIS) Requirements: The CONSULTANT shall include in the design the GIS data collection requirements and deliverables for integration with SunGuide software and other Department GIS based asset management applications like ITS FM software.

All design efforts shall be based on deploying “open architecture” subsystems, while remaining fully compatible with previous designs (as applicable) and the FDOT ITS Specifications. All ITS field devices and support systems shall be designed and located outside of the clear zone, or behind protective barrier, within the right of way. This includes cabinets, poles, and support hardware. Utility conflicts shall be identified and resolved during the design phase. The location of design elements will be coordinated with the District Landscape Architect to optimize landscape opportunities. The design shall minimize theft and vandalism. The CONSULTANT shall include in the design vandal resistant mechanisms to minimize theft. The CONSULTANT shall provide additional redundant power and communications systems to minimize system downtime due to vandalism.

The CONSULTANT shall design the project subsystems such that they will be monitored and controlled from the FDOT’s TMC facilities located at each of the District’s SunGuide® Centers. The CONSULTANT shall ensure that all ITS field devices and ancillary components comply with the FDOT’s Approved Product List (APL) / Qualified Product List (QPL) and the existing list of devices and components supported within the SunGuide software or other specified software, unless otherwise approved by the DEPARTMENT.

The CONSULTANT shall include in the design any required upgrade to the TMC central hardware, equipment racks, and equipment wiring, as directed by the FDOT project manager, to make the subsystems fully operations from the TMC facilities.

For projects with existing ITS, the CONSULTANT shall include in the design any required upgrade to existing ITS equipment to meet the latest FDOT standards, NEC requirements or as directed by the FDOT project manager and to make the subsystems fully operations from the TMC facilities.

ITS coordination with Landscape Architecture shall include both underground conflicts and above-ground impacts to existing and/or proposed Landscaping. The CONSULTANT shall closely coordinate with the Landscape Architect to ensure that all conflicts are identified, A-45

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addressed and mitigated in the Contract Documents.

The CONSULTANT shall develop Technical Special Provisions, Modified Special Provisions, requirements, and Proprietary Product Certification forms as required, pursuant to DEPARTMENT requirements for the contractor to procure equipment. The CONSULTANT shall complete a thorough design that fully details equipment specifications and be available through construction on a task work order basis. The CONSULTANT shall include language to clearly state System Manager oversight during equipment procurement, testing and installation. The equipment procurement, any storage, testing, and installation shall be the contractor’s responsibility. The CONSULTANT shall develop Technical Special Provisions and requirements pursuant to DEPARTMENT requirements that clearly states this responsibility.

2.17 Geotechnical (Activity 35)

Geotechnical borings will be conducted for structures that require replacement and or relocation in the final design for ITS device poles as needed and directed by DEPARTMENT.

2.18 3D Modeling (Activity 36) (Not applicable to this project)

2.19 Project Schedule

Within 10 days after the Notice-To-Proceed, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule for DEPARTMENT and CONSULTANT scheduled activities required to meet the current DEPARTMENT Production Date. The schedule shall be based upon the [FILL IN DISTRICT SCHEDULE INFORMATION]. The current production date is [Month 00, 20XX]. The schedule shall be accompanied by an anticipated payout and fiscal progress curve. For the purpose of scheduling, the CONSULTANT shall allow for a 15 workday review time for each phase submittal and any other submittals as appropriate.

The schedule shall indicate all required submittals.

All fees and price proposals are to be based on the negotiated schedule of [XX] months for final construction contract documents. However, the contract deadline is [XX] months from the Notice to Proceed.

Periodically, throughout the life of the contract, the project schedule and payout and fiscal progress curves shall be reviewed and, with the approval of the DEPARTMENT, adjusted as necessary to incorporate changes in the Scope of Services and progress to date.

The approved schedule and schedule status report, along with progress and payout curves, shall be submitted with the monthly progress report.

The schedule shall be submitted in an FDOT system-compatible format.

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2.20 Submittals

The CONSULTANT shall furnish construction contract documents as required by the DEPARTMENT to adequately control, coordinate, and approve the work concepts. The CONSULTANT shall distribute submittals as directed by the DEPARTMENT. The DEPARTMENT will determine the specific number of copies required prior to each submittal.

Document submittals are defined as Plan submittals, Engineering Document submittals, Right- of-Way Map submittals, etc.

Each CONSULTANT document submittal shall be accompanied by a completed Quality Control Checklist form indicating the document submittal items that have been checked and back- checked, and shall be signed by the CONSULTANT’s Project Manager, Quality Control Checker, and the Quality Control Back-checker. Each subconsultant document submittal shall be checked by a Quality Control Independent Peer Review by the CONSULTANT. The CONSULTANT's Project Manager and the responsible Professional Engineer or Professional Surveyor that performed the Quality Control Peer Review will sign a statement certifying that the review was conducted.

2.21 Provisions for Work

All work shall be prepared with English units in accordance with the latest editions of standards and requirements utilized by the DEPARTMENT which include, but are not limited to, publications such as:

• General o Title 29, Part 1910, Standard 1910.1001, Code of Federal Regulations (29 C.F.R. 1910.1001) – Asbestos Standard for Industry, U.S. Occupational Safety and Health Administration (OSHA) o 29 C.F.R. 1926.1101 – Asbestos Standard for Construction, OSHA o 40 C.F.R. 61, Subpart M - National Emission Standard for Hazardous Air Pollutants (NESHAP), Environmental Protection Agency (EPA) o 40 C.F.R. 763, Subpart E – Asbestos-Containing Materials in Schools, EPA o 40 C.F.R. 763, Subpart G – Asbestos Worker Protection, EPA o Americans with Disabilities Act (ADA) Standards for Accessible Design o AASHTO – A Policy on Design Standards Interstate System o AASHTO – Roadside Design Guide o AASHTO – Roadway Lighting Design Guide o AASHTO – A Policy for Geometric Design of Highways and Streets o AASHTO – Highway Safety Manual o Rule Chapter 5J-17, Florida Administrative Code (F.A.C.), Standards of Practice for Professional Surveyors and Mappers o Chapter 469, Florida Statutes (F.S.) – Asbestos Abatement o Rule Chapter 62-257, F.A.C., Asbestos Program o Rule Chapter 62-302, F.A.C., Surface Water Quality Standards o Code of Federal Regulations (C.F.R.) o Florida Administrative Codes (F.A.C.) o Chapters 20, 120, 215, 455, Florida Statutes (F.S.) – Florida Department of

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Business & Professional Regulations Rules o Florida Department of Environmental Protection Rules o FDOT Basis of Estimates Manual o FDOT Computer Aided Design and Drafting (CADD) Manual o FDOT Standard Plans o FDOT Flexible Pavement Design Manual o FDOT - Florida Roundabout Guide o FDOT Handbook for Preparation of Specifications Package o FDOT Standard Plans Instructions o FDOT Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways (“Florida Greenbook”) o FDOT Materials Manual o FDOT Pavement Type Selection Manual o FDOT Design Manual o FDOT Procedures and Policies o FDOT Procurement Procedure 001-375-030, Compensation for Consultant Travel Time on Professional Services Agreements o FDOT Project Development and Environmental Manual o FDOT Project Traffic Forecasting Handbook o FDOT Public Involvement Handbook o FDOT Rigid Pavement Design Manual o FDOT Standard Specifications for Road and Bridge Construction o FDOT Utility Accommodation Manual o Manual on Speed Zoning for Highways, Roads, and Streets in Florida o Federal Highway Administration (FHWA) - Manual on Uniform Traffic Control Devices (MUTCD) o FHWA – National Cooperative Highway Research Program (NCHRP) Report 672, Roundabouts: An Informational Guide o FHWA Roadway Construction Noise Model (RCNM) and Guideline Handbook o Florida Fish and Wildlife Conservation Commission - Standard Manatee Construction Conditions 2005 o Florida Statutes (F.S.) o Florida’s Level of Service Standards and Guidelines Manual for Planning o Model Guide Specifications – Asbestos Abatement and Management in Buildings, National Institute for Building Sciences (NIBS) o Quality Assurance Guidelines o Safety Standards o Any special instructions from the DEPARTMENT • Roadway o FDOT – Florida Intersection Design Guide o FDOT - Project Traffic Forecasting Handbook o FDOT - Quality/Level of Service Handbook o Florida’s Level of Service Standards and Highway Capacity Analysis for the SHS o Transportation Research Board (TRB) - Highway Capacity Manual

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• Permits o Chapter 373, F.S. – Water Resources o US Fish and Wildlife Service Endangered Species Programs o Florida Fish and Wildlife Conservation Commission Protected Wildlife Permits o Bridge Permit Application Guide, COMDTPUB P16591.3C o Building Permit • Drainage o FDOT Bridge Hydraulics Handbook o FDOT Culvert Handbook o FDOT Drainage Manual o FDOT Erosion and Sediment Control Manual o FDOT Exfiltration Handbook o FDOT Hydrology Handbook o FDOT Open Channel Handbook o FDOT Optional Pipe Materials Handbook o FDOT Storm Drain Handbook o FDOT Stormwater Management Facility Handbook o FDOT Temporary Drainage Handbook o FDOT Drainage Connection Permit Handbook o FDOT Bridge Scour Manual • Survey and Mapping o All applicable Florida Statutes and Administrative Codes o Applicable Rules, Guidelines Codes and authorities of other Municipal, County, State and Federal Agencies. o FDOT Aerial Surveying Standards for Transportation Projects Topic 550- 020-002 o FDOT Right of Way Mapping Handbook o FDOT Surveying Procedure Topic 550-030-101 o Florida Department of Transportation Right of Way Procedures Manual o Florida Department of Transportation Surveying Handbook o Right of Way Mapping Procedure 550-030-015 • Traffic Engineering and Operations and ITS o AASHTO - An Information Guide for Highway Lighting o AASHTO - Guide for Development of Bicycle Facilities o FHWA Standard Highway Signs Manual o FDOT Manual on Uniform Traffic Studies (MUTS) o FDOT Median Handbook o FDOT Traffic Engineering Manual o National Electric Safety Code o National Electrical Code • Florida’s Turnpike Enterprise o Florida’s Turnpike Design Handbook (FTE TDH) o Florida’s Turnpike Lane Closure Policy o Florida’s Turnpike Drainage Manual Supplement o Rigid Pavement Design Guide for Toll Locations with Electronic Toll

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Collection o Flexible Pavement Design Guide for Toll Locations with Electronic Toll Collection o Florida’s Turnpike General Tolling Requirements (GTR) o Additional Florida’s Turnpike Enterprise standards, guides, and policies for design and construction can be found on the FTE Design Website: http://design.floridasturnpike.com • Traffic Monitoring o American Institute of Steel Construction (AISC) Manual of Steel Construction, referred to as “AISC Specifications” o American National Standards Institute (ANSI) RP-8-00 Recommended Practice for Roadway Lighting o AASHTO AWS D1.1/ANSI Structural Welding Code – Steel o AASHTO D1.5/AWS D1.5 Bridge Welding Code o FHWA Traffic Detector Handbook o FDOT General Interest Roadway Data Procedure o FHWA Traffic Monitoring Guide o FDOT’s Traffic/Polling Equipment Procedures • Structures o AASHTO Load and Resistance Factor Design (LRFD) Bridge Design Specifications and Interims o AASHTO LRFD Movable Highway Bridge Design Specifications and Interims o AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals, and Interims. o AASHTO/-AWS-D1. 5M/D1.5: An American National Standard Bridge Welding Code o AASHTO Guide Specifications for Structural Design of Sound Barriers o AASHTO Manual for Condition Evaluation and Load and Resistance Factor Rating (LRFR) of Highway Bridges o FDOT Bridge Load Rating Manual o FDOT Structures Manual o FDOT Structures Design Bulletins (available on FDOT Structures web site only) o • Geotechnical o FHWA Checklist and Guidelines for Review of Geotechnical Reports and Preliminary Specifications o Manual of Florida Sampling and Testing Methods o Soils and Foundation Handbook • Landscape Architecture o Florida Department of Agriculture and Consumer Services Grades and Standards for Nursery Plants • Architectural o Building Codes o Florida Building Code:

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• Building • Fuel Gas • Mechanical • Plumbing • Existing Building o Florida Accessibility Code for Building Construction o Rule Chapter 60D, F.A.C., Division of Building Construction o Chapter 553, F.S. – Building Construction Standards o ANSI A117.1 2003 Accessible and Usable Building and Facilities o Titles II and III, Americans With Disabilities Act (ADA), Public Law 101- 336; and the ADA Accessibility Guidelines (ADAAG) • Architectural – Fire Codes and Rules o National Fire Protection Association (NFPA) - Life Safety Code o NFPA 70 - National Electrical Code o NFPA 101 - Life Safety Code o NFPA 10 - Standard for Portable Fire Extinguishers o NFPA 11 - Standard for Low-Expansion Foam Systems o NFPA 11A - Standard for High- and Medium-Expansion Foam Systems o NFPA 12 - Standard for Carbon Dioxide Extinguishing Systems o NFPA 13 - Installation of Sprinkler Systems o NFPA 30 - Flammable and Combustible Liquids Code o NFPA 54 - National Gas Fuel Code o NFPA 58 - LP-Gas Code o Florida Fire Prevention Code as adopted by the State Fire Marshal – Consult with the Florida State Fire Marshal’s office for other frequently used codes. • Architectural – Extinguishing Systems o NFPA 10 - Fire Extinguishers o NFPA 13 - Sprinkler o NFPA 14 - Standpipe and Hose System o NFPA 17 - Dry Chemical o NFPA 20 - Centrifugal Fire Pump o NFPA 24 - Private Fire Service Mains o NFPA 200 - Standard on Clean Agent Fire Extinguishing Systems • Architectural – Detection and Fire Alarm Systems o NFPA 70 - Electrical Code o NFPA 72 - Standard for the Installation, Maintenance and Use of Local Protective Signaling Systems o NFPA 72E - Automatic Fire Detectors o NFPA 72G - Installation, Maintenance, and Use of Notification Appliances o NFPA 72H -Testing Procedures for Remote Station and Proprietary Systems o NFPA 74 - Household Fire Warning Equipment o NFPA 75 - Protection of Electronic Computer Equipment • Architectural – Mechanical Systems

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o NFPA 90A - Air Conditioning and Ventilating Systems o NFPA 92A - Smoke Control Systems o NFPA 96 - Removal of Smoke and Grease-Laden Vapors from Commercial Cooking Equipment o NFPA 204M - Smoke and Heating Venting • Architectural – Miscellaneous Systems o NFPA 45 - Laboratories Using Chemicals o NFPA 80 - Fire Doors and Windows o NFPA 88A - Parking Structures o NFPA 105- Smoke and Draft-control Door Assemblies o NFPA 110 - Emergency and Standby Power Systems o NFPA 220 - Types of Building Construction o NFPA 241 - Safeguard Construction, Alteration, and Operations o Rule Chapter 69A-47, F.A.C., Uniform Fire Safety For Elevators o Rule Chapter 69A-51, F.A.C., Boiler Safety • Architectural – Energy Conservation o Rule Chapter 60D-4, F.A.C., Rules For Construction and Leasing of State Buildings To Insure Energy Conservation o Section 255.255, F.S., Life-Cycle Costs • Architectural – Elevators o Rule Chapter 61C-5, F.A.C., Florida Elevator Safety Code o ASME A-17.1, Safety Code for Elevators and Escalators o Architectural – Floodplain Management Criteria o Section 255.25, F.S., Approval Required Prior to Construction or Lease of Buildings o Rules of the Federal Emergency Management Agency (FEMA) • Architectural – Other o Rule Chapter 64E-6, F.A.C., Standards for On Site Sewage Disposal Systems (Septic Tanks) o Rule Chapter 62-600, F.A.C., Domestic Wastewater Facilities o Rule Chapter 62-761, F.A.C., Underground Storage Tank Systems o American Concrete Institute o American Institute of Architects - Architect’s Handbook of Professional Practice o American Society for Testing and Materials - ASTM Standards o Brick Institute of America o DMS - Standards for Design of State Facilities o Florida Concrete Products Association o FDOT – ADA/Accessibility Procedure o FDOT – Building Code Compliance Procedure o FDOT – Design Build Procurement and Administration o LEED (Leadership in Energy and Environmental Design) Green Building Rating System o National Concrete Masonry Association o National Electrical Code o Portland Cement Association - Concrete Masonry Handbook

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o United State Green Building Council (USGBC) • 2.22 Services to be Performed by the DEPARTMENT When appropriate and /or available, the DEPARTMENT will provide project data including: • Numbers for field books. • Preliminary Horizontal Network Control. • Access for the CONSULTANT to utilize the DEPARTMENT’s Information Technology Resources. • All Department agreements with Utility Agency Owner (UAO). • All certifications necessary for project letting. • Building Construction Permit Coordination (Turnpike) • All information that may come to the DEPARTMENT pertaining to future improvements. • All future information that may come to the DEPARTMENT during the term of the CONSULTANT’s Agreement, which in the opinion of the DEPARTMENT is necessary for the prosecution of the work. • Available traffic and planning data. • All approved utility relocations. • Project utility certification to the DEPARTMENT’s Central Office. • Any necessary title searches. • Engineering standards review services. • All available information in the possession of the DEPARTMENT pertaining to utility companies whose facilities may be affected by the proposed construction. • All future information that may come to the DEPARTMENT pertaining to subdivision plans so that the CONSULTANT may take advantage of additional areas that can be utilized as part of the existing right of way. • Systems traffic for Projected Design Year, with K, D, and T factors. • Previously constructed Highway Beautification or Landscape Construction Plans • Landscape Opportunity Plan(s) • Existing right of way maps. • Existing cross slope data for all RRR projects. • Existing pavement evaluation report for all RRR projects. • PD&E Documents • Design Reports • Letters of authorization designating the CONSULTANT as an agent of the DEPARTMENT in accordance with F.S. 337.274. • Phase reviews of plans and engineering documents. • Regarding Environmental Permitting Services: o Approved Permit Document when available. o Approval of all contacts with environmental agencies. o General philosophies and guidelines of the DEPARTMENT to be used in the fulfillment of this contract. Objectives, constraints, budgetary limitations, and time constraints will be completely defined by the Project Manager. o Appropriate signatures on application forms.

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3 PROJECT COMMON AND PROJECT GENERAL TASKS

Project Common Tasks

Project Common Tasks, as listed below, are work efforts that are applicable to many project activities, 4 (Roadway Analysis) through 36 (3D Modeling). These tasks are to be included in the project scope in each applicable activity when the described work is to be performed by the CONSULTANT.

Cost Estimates: The CONSULTANT is responsible for producing a construction cost estimate and reviewing and updating the cost estimate when scope changes occur and/or at milestones of the project. Prior to 60% plans or completion of quantities, the DEPARTMENT’s Long Range Estimate (L.R.E.) system will be used to produce a conceptual estimate, according to District policy. Once the quantities have been developed (beginning at 60% plans and no later than 90% plans) the CONSULTANT shall be responsible for inputting the pay items and quantities into AASHTOWare Project Preconstruction through the use of the DEPARTMENT’s Designer Interface for generating the summary of quantities and the FDOT’s in-house estimates. A Summary of Pay Items sheet shall be prepared with all required Plans submittals as required.

Technical Special Provisions: The CONSULTANT shall provide Technical Special Provisions for all items of work not covered by the Standard Specifications for Road and Bridge Construction and the workbook of implemented modifications.

A Technical Special Provision shall not modify the Standard Specifications and implemented modifications in any way.

The Technical Special Provisions shall provide a description of work, materials, equipment and specific requirements, method of measurement and basis of payment. Proposed Technical Special Provisions will be submitted to the District Specifications Office for initial review at the time of the Phase III plans review submission to the DEPARTMENT’s Project Manager. This timing will allow for adequate processing time prior to final submittal. The Technical Special Provisions will be reviewed for suitability in accordance with the Handbook for Preparation of Specification Packages. The District Specifications Office will forward the Technical Special Provisions to the District Legal Office for their review and comment. All comments will be returned to the CONSULTANT for correction and resolution. Final Technical Special Provisions shall be digitally signed and sealed in accordance with applicable Florida Statutes.

The CONSULTANT shall contact the each respective District Specifications Office for details of the current format to be used before starting preparations of Technical Special Provisions.

Modified Special Provisions: The CONSULTANT shall provide Modified Special Provisions as required by the project and to meet the requirements for the Systems Manager approach. Modified Special Provisions are defined in the Specifications Handbook.

A Modified Special Provision shall not modify the first nine sections of the Standard A-54

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Specifications and implemented modifications in any way. All modifications to other sections must be justified to the appropriate District and Central Specifications Offices to be included in the project's specifications package.

Field Reviews: The CONSULTANT shall make as many trips to the project site as required to obtain necessary data for all elements of the project.

Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to execute the Scope of Services of this contract. This includes meetings with DEPARTMENT and/or Agency staff, between disciplines and subconsultants, such as access management meetings, pavement design meetings, local governments, railroads, airports, progress review meetings (phase review), and miscellaneous meetings. The CONSULTANT shall prepare, and submit to the DEPARTMENT’s Project Manager for review, the meeting minutes for all meetings attended by them. The meeting minutes are due within five (5) working days of attending the meeting.

Quality Assurance/Quality Control: It is the intention of the DEPARTMENT that design CONSULTANTS, including their subconsultant(s), are held responsible for their work, including plans review. The purpose of CONSULTANT plan reviews is to ensure that CONSULTANT plans follow the plan preparation procedures outlined in the FDOT Design Manual, that state and federal design criteria are followed with the DEPARTMENT concept, and that the CONSULTANT submittals are complete. All subconsultant document submittals shall be submitted by the subconsultant directly to the CONSULTANT for their independent Quality Assurance/Quality Control review and subsequent submittal to the DEPARTMENT.

It is the CONSULTANT'S responsibility to independently and continually QC their plans and other deliverables. The CONSULTANT should regularly communicate with the DEPARTMENT's Design Project Manager to discuss and resolve issues or solicit opinions from those within designated areas of expertise.

The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of all surveys, designs, drawings, specifications and other services furnished by the CONSULTANT and their subconsultant(s) under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all maps, design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan shall be one specifically designed for this project. The CONSULTANT shall submit a Quality Control Plan for approval within twenty (20) business days of the written Notice to Proceed and it shall be signed by the CONSULTANT’s Project Manager and the CONSULTANT QC Manager. The Quality Control Plan shall include the names of the CONSULTANT’s staff that will perform the quality control reviews. The Quality Control reviewer shall be a Florida Licensed Professional Engineer fully prequalified under F.A.C. 14-75 in the work type being reviewed. A marked up set of prints from a Quality Control

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Review indicating the reviewers for each component (structures, roadway, drainage, signals, geotechnical, signing and marking, lighting, landscape, surveys, etc.) and a written resolution of comments on a point-by-point basis will be required, if requested by the DEPARTMENT, with each phase submittal. The responsible Professional Engineer, Landscape Architect, or Professional Surveyor & Mapper that performed the Quality Control review will sign a statement certifying that the review was conducted and found to meet required specifications.

The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in the designs, maps, drawings, specifications and/or other products and services.

Independent Peer Review: When directed by the DEPARTMENT, a subconsultant may perform Independent Peer Reviews.

Independent Peer Review and a Constructability/Bidability Review for design Phase Plans document submittals are required on this project. These separate reviews shall be completed by someone who has not worked on the plan component that is being reviewed. These could include, but are not limited to a separate office under the Prime’s umbrella, a subconsultant that is qualified in the work group being reviewed, or a CEI. It does not include persons who have knowledge of the day to day design efforts. The Constructability/Bidability Review shall be performed by a person with experience working on Department construction projects (CEI, Contractor, etc.).

The Independent Peer Review for design Phase Plans submittals shall ensure the plans meet the FDM, Standard Plans and CADD Manual. The Constructability/Bidability Review shall ensure the project can be constructed and paid for as designed. Constructability/Bidability Reviews should be conducted prior to the Phase III and Phase IV submittals, using the Phase Review Checklist (Guidance Document 1-1-A) from the Construction Project Administration Manual (CPAM) as a minimum guideline. The CONSULTANT shall submit this checklist, as well as the “marked-up” set of plans during this review, and review comments and comment responses from any previous Constructability/Bidability reviews. These items will be reviewed by District Design and District Construction.

Supervision: The CONSULTANT shall supervise all technical design activities.

Coordination: The CONSULTANT shall coordinate with all disciplines of the project to produce a final set of construction documents.

Project General Tasks

Project General Tasks, described in Sections 3.1 through 3.7 below, represent work efforts that are applicable to the project as a whole and not to any one or more specific project activity. The work described in these tasks shall be performed by the CONSULTANT when included in the project scope.

3.1 Public Involvement Public involvement includes communicating to all interested persons, groups, and government organizations information regarding the development of the project. The A-56

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CONSULTANT shall provide to the DEPARTMENT drafts of all Public Involvement documents (i.e., newsletters, property owner letters, advertisements, etc.) associated with the following tasks for review and approval at least 15 business days prior to printing and / or distribution.

3.1.1 Community Awareness Plan (Not applicable to this project)

3.1.2 Notifications (Not applicable to this project)

3.1.3 Preparing Mailing Lists (Not applicable for this project)

3.1.4 Median Modification Letters (Not applicable to this project)

3.1.5 Driveway Modification Letters (Not applicable to this project)

3.1.6 Newsletters (Not applicable to this project)

3.1.7 Renderings and Fly-Throughs (Not applicable to this project)

3.1.8 PowerPoint Presentations

The CONSULTANT shall prepare PowerPoint presentations for use in public meetings.

3.1.9 Public Meeting Preparations (Not applicable to this project)

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project)

3.1.11 Other Agency Meetings

In addition to scheduled public meetings, the CONSULTANT may be required to participate in meetings with local governing authorities and/or Metropolitan Planning Organizations (MPOs). The CONSULTANT’s participation may include, but not be limited to, presentations during the meeting, note taking, and summarizing the meeting in a memo to the file. It is estimated for this project there will be Five (5) meetings with local governing authorities and/or MPOs during the design.

3.1.12 Web Site (Not applicable to this project)

3.2 Joint Project Agreements (Not applicable to this project)

3.3 Specifications Package Preparation

The CONSULTANT shall prepare and provide a specifications package in accordance with the DEPARTMENT’S Procedure Topic No. 630-010-005 Specifications Package Preparation and the Specifications Handbook. The CONSULTANT shall provide the DEPARTMENT names of at least two team members who have successfully completed the Specifications Package Preparation Training and will be responsible for preparing the Specifications Package for the project. The Specifications Package shall be prepared using the DEPARTMENT's Specs on the A-57

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Web application. The CONSULTANT shall be able to document that the procedure defined in the Handbook for the Preparation of Specifications Packages is followed, which includes the quality assurance/quality control procedures. The specifications package shall address all items and areas of work and include any Mandatory Specifications, Modified Special Provisions, and Technical Special Provisions.

The specifications package must be submitted for review to the District Specifications Office at least 30 days prior to the contract package to Tallahassee or District due date, or sooner if required by the District Specifications Office. This submittal does not require signing and sealing and shall be coordinated through District Seven’s Project Manager. The CONSULTANT shall coordinate with the DEPARTMENT on the submittal requirements, but at a minimum shall consist of: (1) the complete specifications package; (2) a copy of the marked-up workbook used to prepare the package; and (3) a copy of the final project plans delivered to District Seven’s Project Manager and each District’s TSM&O’s Project Manager.

Final submittal of the specifications package must occur at least 10 working days prior to the contract package to Tallahassee due date. This submittal shall be digitally signed, dated, and sealed in accordance with applicable Florida Statutes.

3.4 Contract Maintenance and Project Documentation

Contract maintenance includes project management effort for complete setup and maintenance of files, electronic folders and documents developing technical monthly progress reports and schedule updates. Project documentation includes the compilation and delivery of final documents, reports or calculations that support the development of the contract plans; includes uploading files to Electronic Document Management System (EDMS) or Project Suite Enterprise Edition (PSEE).

3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project)

3.6 Prime Consultant Project Manager Meetings

Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3 Project General Task of the staff hour forms. Staff hours for other personnel attending Activity Technical Meetings are included in the meeting task for that specific Activity.

3.7 Plans Update (Not applicable for this project)

3.8 Post Design Services

Post Design Services may include, but not be limited to, meetings, construction assistance, plans revisions, shop drawing review, survey services, as-built drawings, and load ratings. Specific services will be negotiated at a later date as necessary as a contract amendment.

Post Design Services may also include integration and testing of ITS devices, retiming of traffic signals, and availability during construction.

Post Design Services are not intended for instances of CONSULTANT errors and/or omissions.

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3.9 Digital Delivery

The CONSULTANT shall deliver final contract plans and documents in digital format. The final contract plans and documents shall be digitally signed and sealed files delivered to the DEPARTMENT on acceptable electronic media, as determined by the DEPARTMENT.

3.10 Risk Assessment Workshop (Not applicable to this project)

3.11 Railroad, Transit and/or Airport Coordination

Railroad crossings are listed in Appendix A Inventory List. The CONSULTANT shall develop necessary technical provisions in accordance with FDOT Design Manual Chapter 220 and coordinate with Lakeland Rail as directed by the DEPARTMENT.

The CONSULTANT shall coordinate with transit agencies including Hillsborough Area Regional Transit (HART), Citrus Connection, and Lynx, as CONSULTANT determines is needed and then as directed by the DEPARTMENT.

3.11.1 Aeronautical Evaluation

The Consultant shall be responsible for complying with the requirements of Title 14 of the Code of Federal Regulations (CFR) Part 77, if any portion of the project is within 10 nautical miles of the nearest point of the nearest runway of each airport/heliport described in 14 CFR Part 77.9(d). When appropriate the Consultant shall be responsible for determining whether it is necessary to file a notice of construction or alteration, related to the project structures, with the Federal Aviation Administration (FAA), including the utilize of the FAA Notice Criteria Tool. The results of inquiries to the Notice Criteria Tool and copies of any required filings of FAA Form 7460-1 shall be provide to the Department. All filings of 7460-1 shall be done electronically at the FAA website.

When appropriate the Consultant shall obtain Determinations (aeronautical studies) from the FAA regarding the effect of project structures on the navigable airspace and provide copies to the Department. The Department shall be immediately notified of any Notice of Presumed Hazard which may require modifications to the project plans. The Consultant shall be responsible for designating who will be responsible for compliance with the “conditions” and deadlines of the Determinations.

3.12 Landscape and Existing Vegetation Coordination (Not applicable for this project)

3.13 Other Project General Tasks (Not applicable to this project)

4 ROADWAY ANALYSIS

The CONSULTANT shall analyze and document Roadway Tasks in accordance withall applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums.

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4.1 Typical Section Package (Not applicable for this project)

4.2 Pavement Type Selection Report (Not applicable for this project)

4.3 Pavement Design Package (Not applicable to this project)

4.4 Cross-Slope Correction (Not applicable to this project)

4.5 Horizontal/Vertical Master Design Files (Not applicable to this project)

4.6 Access Management (Not applicable to this project)

4.7 Roundabout Evaluation (Not applicable to this project)

4.8 Roundabout Final Design Analysis (Not applicable to this project)

4.9 Cross Section Design Files (Not applicable to this project)

4.10 Temporary Traffic Control Plan (TTCP) Analysis

The CONSULTANT shall design a safe and effective TTCP to move vehicular and pedestrian traffic during all phases of construction. The design shall include construction phasing of roadways ingress and egress to existing property owners and businesses, routing, signing and pavement markings, and detour quantity tabulations, roadway pavement, drainage structures, ditches, front slopes, back slopes, drop offs within clear zone, transit stops, and traffic monitoring sites. Special consideration shall be given to the construction of the drainage system when developing the construction phases. Positive drainage must be maintained at all times. The design shall include construction phasing of roadways to accommodate the construction or relocation of utilities when the contract includes Joint Project Agreements (JPAs).

The CONSULTANT shall investigate the need for temporary traffic signals, temporary highway lighting, detours, diversions, lane shifts, and the use of materials such as sheet piling in the analysis. The Traffic Control Plan shall be prepared by a certified designer who has completed training as required by the DEPARTMENT. Before proceeding with the TTCP, the CONSULTANT shall meet with the appropriate DEPARTMENT personnel. The purpose of this meeting is to provide information to the CONSULTANT that will better coordinate the Preliminary and Final TTCP efforts.

The CONSULTANT shall consider the local impact of any lane closures or alternate routes. When the need to close a road is identified during this analysis, the CONSULTANT shall notify the DEPARTMENT's Project Manager as soon as possible. Proposed road closings must be reviewed and approved by the DEPARTMENT. Diligence shall be used to minimize negative impacts by appropriate specifications, recommendations or plans development. Local impacts to consider will be local events, holidays, peak seasons, detour route deterioration and other eventualities. CONSULTANT shall be responsible to obtain local authorities permission for use of detour routes not on state highways.

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4.11 Master TTCP Design Files

The CONSULTANT shall develop master TTCP files showing each phase of the TTCP. This includes all work necessary for designing lane configurations, diversions, lane shifts, signing and pavement markings, temporary traffic control devices, and temporary pedestrian ways.

4.12 Selective Clearing and Grubbing

a. Selective Clearing and Grubbing of Existing Vegetation Field Assessment

The CONSULTANT shall review information from the DEPARTMENT and conduct a project field assessments(s) of existing vegetation. At least one field assessment visit is to be attended by the District Landscape Architect.

The Result of the Field Assessments(s) will determine the course of action for Selective Clearing and Grubbing and the extent of the Vegetation Survey under Task 2.10.

b. Selective Clearing and Grubbing Site Inventory Analysis of Existing Vegetation and Cross-Discipline Coordination (OPTIONAL SERVICES)

The CONSULTANT shall coordinate with utility companies, drainage engineers, and traffic engineers to ensure that preservation of existing vegetation is coordinated between all disciplines. Coordinate with the District Landscape Architect.

Based on the field assessment, the CONSULTANT may be required do a site inventory analysis of existing vegetation, opportunities for preservation and protection of existing vegetation, relocation options, and selective removal of nuisance and/or non-nuisance vegetation. Coordinate with surveyor to have trees tagged and surveyed, as necessary.

c. Selective Clearing and Grubbing- Existing Vegetation Maintenance Report

The CONSULTANT shall include in the plans instructions for the care and maintenance of the tree preservation areas, and selective clearing and grubbing areas throughout the construction period. The CONSULTANT will coordinate with the District Landscape Architect to ensure that the intent of the tree preservation areas is in alignment with future highway landscape plans. It is understood the contractor will be responsible for coordination with an arborist for the care of vegetation during construction and during root and branch pruning, however, the CONSULTANT should be knowledgeable in arboricultural practices to the extent that they are able to deliver detailed and informed Selective Clearing and Grubbing Plans.

4.13 Tree Disposition Plans (Not applicable to this project)

4.14 Design Variations and Exceptions

If available, the DEPARTMENT shall furnish the Variation/Exception Report. The CONSULTANT shall prepare the documentation necessary to gain DEPARTMENT approval of all appropriate Design Variations and/or Design Exceptions before the first submittal.

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4.15 Design Report (Not applicable to this project)

4.16 Quantities

The CONSULTANT shall develop accurate quantities and the supporting documentation, including construction days when required.

4.17 Cost Estimate (Not applicable to this project)

4.18 Technical Special Provisions and Modified Special Provisions

The CONSULTANT shall develop Technical Special Provisions, Modified Special Provisions, requirements, and Proprietary Product Certification forms as required, pursuant to DEPARTMENT requirements for the contractor to procure equipment.

4.19 Other Roadway Analyses (Not applicable to this project)

4.20 Field Reviews (Not applicable to this project)

4.21 Monitor Existing Structures (Not applicable to this project)

4.22 Technical Meetings (Not applicable to this project)

4.23 Quality Assurance/Quality Control (Not applicable to this project)

4.24 Independent Peer Review (Not applicable to this project)

4.25 Supervision (Not applicable to this project)

4.26 Coordination (Not applicable to this project)

5 ROADWAY PLANS and tasks 5.1 – 5.28 are not applicable for this project.

5.1 Key Sheet (Not applicable to this project)

5.2 Summary of Pay Items Including Quantity Input (Not applicable to this project)

5.3 Typical Section Sheets (Not applicable to this project)

5.3.1 Typical Sections (Not applicable to this project)

5.3.2 Typical Section Details (Not applicable to this project)

5.4 General Notes/Pay Item Notes (Not applicable to this project)

5.5 Summary of Quantities Sheets (Not applicable to this project)

5.6 Project Layout (Not applicable to this project)

5.7 Plan/Profile Sheet (Not applicable to this project) A-62

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5.8 Profile Sheet (Not applicable to this project)

5.9 Plan Sheet (Not applicable to this project)

5.10 Special Profile (Not applicable to this project)

5.11 Back-of-Sidewalk Profile Sheet (Not applicable to this project)

5.12 Interchange Layout Sheet (Not applicable to this project)

5.13 Ramp Terminal Details (Plan View) (Not applicable to this project)

5.14 Intersection Layout Details (Not applicable to this project)

5.15 Special Details (Not applicable to this project)

5.16 Cross-Section Pattern Sheet(s) (Not applicable to this project)

5.17 Roadway Soil Survey Sheet(s) (Not applicable to this project)

5.18 Cross Sections (Not applicable to this project)

5.19 Temporary Traffic Control Plan Sheets (Not applicable to this project)

5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to this project)

5.21 Temporary Traffic Control Detail Sheets (Not applicable to this project)

5.22 Utility Adjustment Sheets (Not applicable to this project)

5.23 Selective Clearing and Grubbing Sheet(s) (Not applicable to this project)

5.24 Tree Disposition Plan Sheet(s) (Not applicable to this project)

5.25 Project Network Control Sheet (Not applicable to this project)

5.26 Environmental Detail Sheets (Not applicable to this project)

5.27 Utility Verification Sheet(s) (SUE Data) (Not applicable to this project)

5.28 Quality Assurance/Quality Control (Not applicable to this project)

5.29 Supervision (Not applicable to this project)

6a DRAINAGE ANALYSIS and tasks 6a.1 – 6a.25 are not applicable for this project.

6a.1 Drainage Map Hydrology (Not applicable to this project)

6a.2 Base Clearance Calculations (Not applicable to this project) A-63

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6a.3 Pond Siting Analysis and Report (Not applicable to this project)

6a.4 Design of Cross Drains (Not applicable to this project)

6a.5 Design of Ditches (Not applicable to this project)

6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project)

6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and Linear Ponds) (Not applicable to this project)

6a.8 Design of Floodplain Compensation (Not applicable to this project)

6a.9 Design of Storm Drains (Not applicable to this project)

6a.10 Optional Culvert Material (Not applicable to this project)

6a.11 French Drain Systems (Not applicable to this project)

6a.11a Existing French Drain Systems (Not applicable to this project)

6a.12 Drainage Wells (Not applicable to this project)

6a.13 Drainage Design Documentation Report (Not applicable to this project)

6a.14 Bridge Hydraulic Report (Not applicable to this project)

6a.15 Temporary Drainage Analysis (Not applicable to this project)

6a.16 Cost Estimate (Not applicable to this project)

6a.17 Technical Special Provisions and Modified Special Provisions (Not applicable to this project)

6a.18 Hydroplaning Analysis (Not applicable to this project)

6a.19 Existing Permit Analysis (Not applicable to this project)

6a.20 Other Drainage Analysis (Not applicable to this project)

6a.21 Field Reviews (Not applicable to this project)

6a.22 Technical Meetings (Not applicable to this project)

6a.21 Environmental Look-Around Meetings (Not applicable to this project)

6a.24 Quality Assurance/Quality Control (Not applicable to this project)

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6a.25 Independent Peer Review (Not applicable to this project)

6a.26 Supervision (Not applicable to this project)

6a.27 Coordination (Not applicable to this project)

6b DRAINAGE PLANS and tasks 6b.1 – 6b.14 are not applicable for this project.

6b.1 Drainage Map (Including Interchanges) (Not applicable to this project)

6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to this project)

6b.3 Summary of Drainage Structures (Not applicable to this project)

6b.4 Optional Pipe/Culvert Material (Not applicable to this project)

6b.5 Drainage Structure Sheet(s) (Per Structure) (Not applicable to this project)

6b.6 Miscellaneous Drainage Detail Sheets (Not applicable to this project)

6b.7 Lateral Ditch Plan/Profile (Not applicable to this project)

6b.8 Lateral Ditch Cross Sections (Not applicable to this project)

6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project)

6b.10 Retention Pond Cross Sections (Not applicable to this project)

6b.11 Erosion Control Plan Sheet(s) (Not applicable to this project)

6b.12 SWPPP Sheet(s) (Not applicable to this project)

6b.13 Quality Assurance/Quality Control (Not applicable to this project)

6b.14 Supervision (Not applicable to this project)

7 UTILITIES

The CONSULTANT shall identify utility facilities and secure agreements, utility work schedules, and plans from the Utility Agency Owners (UAO) ensuring all conflicts that exist between utility facilities and the DEPARTMENT’s construction project are addressed. The CONSULTANT shall certify all utility negotiations have been completed and that arrangements have been made for utility work to be undertaken.

7.1 Utility Kickoff Meeting

Before any contact with the UAO(s), the CONSULTANT shall meet with each respective District Utility Office (DUO) to receive guidance, as may be required, to assure that all necessary A-65

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coordination will be accomplished in accordance with DEPARTMENT procedures. CONSULTANT shall bring a copy of the design project work schedule reflecting utility activities.

7.2 Identify Existing Utility Agency Owner(s)

The Consultant shall identify all utilities within and adjacent to the project limits that may be impacted by the project. The CONSULTANT shall determine UAOs based on design needs.This includes field review and permit research. The CONSULTANT shall use existing poles where possible to minimize utility conflicts.

7.3 Make Utility Contacts

First Contact: The CONSULTANT shall send letters and two sets of plans to each utility, one set for the utility office, and one set to the DEPARTMENT Offices as required by the District. Includes contact by phone for meeting coordination. Request type, size, location, easements, and cost for relocation if reimbursement is claimed. Request the voltage level for power lines in the project area. Send UAO requests for reimbursement to FDOT for a legal opinion. Include the meeting schedule (if applicable) and the design schedule. Include typical meeting agenda. If scheduling a meeting, give four weeks advance notice.

Second Contact: At a minimum of four weeks prior to the meeting, the CONSULTANT shall transmit two complete sets of Phase II plans and the utility conflict information (when applicable and in the format requested by the DEPARTMENT) to each UAO having facilities located within the project limits, and one set to the DEPARTMENT Offices as required by the District.

Third Contact: Identify agreements and assemble packages. The CONSULTANT shall send agreements, letters, the utility conflict information (when applicable and in the format requested by the DEPARTMENT) and two sets of plans to the UAO(s) including all component sets, one set for the utility office, one set to construction and maintenance if required. Include the design schedule.

Not all projects will have all contacts as described above.

7.4 Exception Processing (Not applicable for this project)

7.5 Preliminary Utility Meeting (Not applicable for this project)

7.6 Individual/Field Meetings

The CONSULTANT shall meet with each UAO as necessary, separately or together, throughout the project design duration to provide guidance in the interpretation of plans, review changes to the plans and schedules, standard or selective clearing and grubbing work, and assist in the development of the UAO(s) plans and work schedules. The CONSULTANT is responsible for motivating the UAO to complete and return the necessary documents after each Utility Contact or Meeting.

7.7 Collect and Review Plans and Data from UAO(s)

The CONSULTANT shall review utility marked plans and data individually as they are received A-66

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for content. Ensure information from the UAO (utility type, material and size) is sent to the designer for inclusion in the plans. Forward all requests for utility reimbursement and supporting documentation to the DUO.

7.8 Subordination of Easements Coordination (Not applicable for this project)

7.9 Utility Design Meeting

The CONSULTANT shall schedule (time and place), notify participants, and conduct a Utility meeting with all affected UAO(s). The CONSULTANT shall be prepared to discuss impacts to existing trees/vegetation and proposed landscape, drainage, traffic signalization, temporary traffic control plan (TTCP) (construction phasing), review the current design schedule and letting date, evaluate the utility information collected, provide follow-up information on compensable property rights from FDOT Legal Office, discuss with each UAO the utility work by highway contractor option, discuss any future design issues that may impact utilities, etc., to the extent that they may have an effect on existing or proposed utility facilities with particular emphasis on drainage and TTCP with each UAO. The intent of this meeting shall be to assist the UAOs in identifying and resolving conflicts between utilities and proposed construction before completion of the plans, including utility adjustment details. Also to work with the UAOs to recommend potential resolution between known utility conflicts with proposed construction plans as may be deemed practical by the UAO. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees within three days.

7.10 Review Utility Markups & Work Schedules and Processing of Schedules & Agreements

The CONSULTANT shall review utility marked up plans and work schedules as they are received for content and coordinate review with the designer. Send color markups and schedules to the appropriate DEPARTMENT office(s) such as survey, geotechnical, drainage, structures, lighting, roadway, signals, utilities, landscape architecture, municipalities, maintaining agency, and District Traffic Operations for review and comment if required by the District. Coordinate with the District for execution. Distribute Executed Final Documents. Prepare Work Order for UAO(s). The CONSULTANT shall coordinate with the DUO the programming of necessary Work Program funds.

7.11 Utility Coordination/Follow-up

The CONSULTANT shall provide utility coordination and follow up. This includes follow-up, interpreting plans, and assisting the UAOs with completion of their work schedules and agreements. Includes phone calls, face-to-face meetings, etc., to motivate and ensure the UAO(s) complete and return the required documents in accordance with the project schedule. Ensure the resolution of all known conflicts. The CONSULTANT shall keep accurate minutes of all meetings and distribute a copy to all attendees. This task can be applied to all phases of the project.

7.12 Utility Constructability Review

The CONSULTANT shall review utility schedules against construction contract time, and phasing for compatibility. Coordinate with and obtain written concurrence from the construction office. See Task 4.5 (Horizontal/Vertical Master Design File) and Task 4.9 (Cross Section

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Design Files) for utility conflict identification and adjustments.

7.13 Additional Utility Services (Not applicable for this project)

7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable for this project)

7.15 Contract Plans to UAO(s)

If requested by the District, the CONSULTANT shall transmit the contract plans as processed for letting to the UAO(s). Transmittals to UAO(s) may be by certified mail, return receipt requested.

7.16 Certification/Close-Out

This includes hours for transmitting utility files to the DUO and preparation of the Utility Certification Letter. The CONSULTANT shall certify to the appropriate DEPARTMENT representative the following:

All utility negotiations (Full execution of each agreement, approved Utility Work Schedules, Technical Special Provisions or Technical Special Provisions written, etc.) have been completed with arrangements made for utility work to be undertaken and completed as required for proper coordination with the physical construction schedule.

OR

An on-site inspection was made and no utility work will be involved.

OR

Plans were sent to the Utility Companies/Agencies and no utility work is required.

7.17 Other Utilities (Not applicable for this project)

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND ENVIRONMENTAL CLEARANCES

The CONSULTANT shall notify the DEPARTMENT Project Manager, Environmental Permit Coordinator, and other appropriate DEPARTMENT personnel in advance of all scheduled meetings with the regulatory agencies to allow a DEPARTMENT representative to attend. The CONSULTANT shall copy in the Project Manager and the Environmental Permit Coordinator on all permit related correspondence and meetings. The Consultant shall use current regulatory guidelines and policies for all permits required as identified in Section 2.4.

8.1 Preliminary Project Research

The CONSULTANT shall perform preliminary project research and shall be responsible for regulatory agency coordination to assure that design efforts are properly directed toward permit A-68

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requirements. The research shall include but should not be limited to a review of the project’s PD&E documents including the Environmental Document, Natural Resources Evaluation, and Cultural Resources Assessment Survey.

The CONSULTANT shall research any existing easements or other restrictions that may exist both within or adjacent to the proposed project boundary. Project research may include but should not be limited to review of available: federal, state, and local permit files and databases; and local government information including county and property appraiser data. The CONSULTANT shall determine if any Sovereign Submerged Lands easements need to be modified or acquired. Any applicable information will be shown on the plans as appropriate.

8.2 Field Work

8.2.1 Pond Site Alternatives: (Not applicable for this project)

8.2.2 Establish Wetland Jurisdictional Lines and Assessments:

The CONSULTANT shall be responsible for, but not limited to, the following activities:

• Determine landward extent of wetlands and other surface waters as defined in Rule Chapter 62-340, F.A.C., as ratified in Section 373.4211, F.S. • Collect all data and information necessary to determine the jurisdictional boundaries of wetlands and other surface waters as defined by the rules or regulations of each permitting agency processing a DEPARTMENT permit application for the project. • Set seasonal high water levels • Obtain a jurisdictional determination as defined by the rules or regulations of each permitting agency processing a DEPARTMENT permit application for the project. • Prepare aerial maps showing the jurisdictional boundaries of wetlands and other surface waters. Aerial maps shall be reproducible, of a scale of 1”=400’or more detailed and be recent photography. The maps shall show the jurisdictional boundaries of each agency. Photo copies of aerials are not acceptable. When necessary, a wetland specific survey will be prepared by a registered surveyor and mapper. All surveyed jurisdictional boundaries are to be tied to the project’s baseline of survey. • Prepare a written assessment of the current condition and functional value of the wetlands and other surface waters. Prepare data in tabular form which includes the ID number for each wetland (and other surface water, if necessary) impacted, size of wetland to be impacted, type of impact, and identify any wetland (by ID number and size) within the project limits that will not be impacted by the project. • Prepare appropriate agency forms to obtain required permits. Forms may include but are not limited to the United States Army Corps of Engineers (USACE) “Wetland Determination Data Form – Atlantic and Gulf Coastal Plain Region”; the USACE “Approved Jurisdictional Determination Form”; Uniform Mitigation Assessment Method forms and/or project specific data forms. 8.2.3 Species Surveys: The CONSULTANT shall conduct wildlife surveys as defined by rules or

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regulations of any permitting agency, or commenting agency that is processing a DEPARTMENT permit.

8.3 Agency Verification of Wetland Data

The CONSULTANT shall be responsible for verification of wetland and other surface water data identified in Section 8.2 and coordinating regulatory agency field reviews, including finalization of assessments and jurisdictional determinations with applicable agencies.

8.4 Complete and Submit All Required Permit Applications

The CONSULTANT shall collect all of the data and information necessary to prepare the permit applications and obtain the environmental permits required to construct the project as identified in the Project Description and as described in 8.4.1, 8.4.2, and 8.12 (Other Permits). The CONSULTANT shall prepare each permit application in accordance with the rules and/or regulations of the regulatory agency responsible for issuing a specific permit and/or authorization to perform work. The permit application packages must be approved by the DEPARTMENT prior to submittal to regulatory agencies.

The CONSULTANT will submit all permit applications, as directed by the DEPARTMENT, and be responsible for payment of all permit and public noticing fees.

8.4.1 Complete and Submit all Required Wetland Permit Applications

The CONSULTANT shall prepare, complete, and submit required wetland permit (i.e. ERP, Section 404) application packages to the appropriate regulatory agencies. This includes, but is not limited to, applications submitted to WMDs and/or DEP, and USACE. The application package may include but is not limited to attachments (i.e. project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), a cover letter with project description as well as completion of applicable agency forms. The CONSULTANT shall prepare and respond to agency Requests for Additional Information (RAIs), including necessary revisions to the application package. All responses and completed application packages must be approved by the District Permit Coordinator prior to submittal to the regulatory agencies. Geotechnical permitting should also be prepared, submitted, and obtained.

8.4.2 Complete and Submit all Required Species Permit Applications

The CONSULTANT shall prepare, complete and submit required species permit applications to the appropriate agencies. This includes federal and state protected species permit application packages as required. The work includes completion of application package (i.e. project location map, aerials, affidavit of ownership, pictures, additional technical analysis, etc.), and cover letter with project description as well as completion of applicable forms. The CONSULTANT shall respond to agency RAIs, including necessary revisions to the application package. All responses and completed applications must be approved by the District Permit Coordinator prior to submittal to the regulatory agency.

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8.5 Coordinate and Review Dredge and Fill Sketches

The CONSULTANT shall review Dredge and Fill Detail sheets to ensure information on the sketch(es) meet the requirements of the regulatory agencies and are appropriate for environmental permit application submittal and acquisition. The CONSULATANT will also provide environmental data/information as needed to support the preparation of the Dredge and Fill sketches.

8.6 Prepare USCG Permit Application (Not applicable for this project)

8.7 Prepare Water Management District or Local Water Control District Right of Way Occupancy Permit Application (Not applicable for this project)

8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project)

8.9 Prepare Tree Permit Information (Not applicable for this project)

8.10 Compensatory Mitigation Plan (Optional Services)

If impacts cannot be avoided, the CONSULTANT shall prepare a mitigation plan to be included as a part of the applications.

Prior to the development of mitigation alternatives, the CONSULTANT shall meet with the Project Manager and Environmental Permit Coordinator to determine the DEPARTMENT’s policies in proposing mitigation. The CONSULTANT shall develop a mitigation plan based upon the general guidelines provided by the DEPARTMENT.

The CONSULTANT will be directed by the DEPARTMENT to investigate the mitigation options that meet federal and state requirements in accordance with section 373.4137, F.S. Below are mitigation options:

Purchase of mitigation credits from a mitigation bank

Payment to DEP/WMD for mitigation services

Monetary participation in offsite regional mitigation plans

Creation/restoration of wetlands

In the event that physical creation or restoration is the only feasible alternative to offset wetland impacts, the CONSULTANT shall collect all of the data and information necessary to prepare mitigation plans acceptable to all permitting agencies and commenting agencies who are processing or reviewing a permit application for a DEPARTMENT project.

Prior to selection of a final creation/restoration mitigation site, the CONSULTANT will provide the following services in the development of a mitigation plan: A-71

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Preliminary jurisdictional determination for each proposed site

Selection of alternative sites

Coordination of alternative sites with the DEPARTMENT/all environmental agencies

Written narrative listing potential sites with justifications for both recommended and non- recommended sites.

8.11 Mitigation Coordination and Meetings

The CONSULTANT shall coordinate with DEPARTMENT personnel prior to approaching any environmental permitting or commenting agencies. Once a mitigation plan has been reviewed and approved by the DEPARTMENT, the CONSULTANT will be responsible for coordinating the proposed mitigation plan with the environmental agencies. The CONSULTANT will provide mitigation information needed to update the FDOT Environmental Impact Inventory

8.12 Other Environmental Permits (Not applicable for this project)

8.13 Technical Support to the DEPARTMENT for Environmental Clearances, and Re- evaluations (Not applicable for this project) 8.13.1 NEPA or SEIR Reevaluation: (Not applicable to this project)

8.13.2 Archaeological and Historical Features: (Not applicable for this project)

8.13.3 Wetland Impact Analysis: (Not applicable for this project)

8.13.4 Essential Fish Habitat Impact Analysis: (Not applicable for this project)

8.13.5 Protected Species and Habitat Impact Analysis: (Not applicable for this project)

8.14 Preparation of Environmental Clearances and Reevaluations (Not applicable for this project)

8.14.1 NEPA or SEIR Re-evaluation: (Not applicable for this project)

8.14.2 Archaeological and Historical Features: (Not applicable for this project)

8.14.3 Wetland Impact Analysis: (Not applicable for this project)

8.14.4 Essential Fish Habitat Impact Analysis: (Not applicable for this project)

8.14.5 Protected Species and Habitat Impact Analysis: (Not applicable for this project)

8.15 Contamination Impact Analysis (Not applicable for this project)

8.16 Asbestos Survey (Not applicable for this project)

8.17 Technical Meetings (Not applicable for this project)

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8.18 Quality Assurance/Quality Control

Quality Assurance/Quality Control as needed and directed by DEPARTMENT.

8.19 Supervision

Supervision as needed and directed by DEPARTMENT.

8.20 Coordination

Coordination as needed and directed by DEPARTMENT.

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS

The CONSULTANT shall analyze, design, and develop contract documents for all structures in accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall display economical solutions for the given conditions.

The CONSULTANT shall provide Design Documentation to the DEPARTMENT with each submittal consisting of structural design calculations and other supporting documentation developed during the development of the plans. The design calculations submitted shall adequately address the complete design of all structural elements. These calculations shall be neatly and logically presented on digital media or, at the DEPARTMENT’s request, on 8 ½”x11” paper and all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida-licensed professional engineer. A cover sheet indexing the contents of the calculations shall be included and the engineer shall sign and seal that sheet. All computer programs and parameters used in the design calculations shall include sufficient backup information to facilitate the review task.

9.1 Key Sheet and Index of Drawings

9.2 Project Layout

9.3 General Notes and Bid Item Notes

9.4 Miscellaneous Common Details

9.5 Incorporate Report of Core Borings

9.6 Standard Plans- Bridges (Not applicable for this project)

9.7 Existing Bridge Plans (Not applicable for this project)

9.8 Assemble Plan Summary Boxes and Quantities

9.9 Cost Estimate

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9.10 Technical Special Provisions and Modified Special Provisions

9.11 Field Reviews (Not applicable for this project)

9.12 Technical Meetings (Not applicable for this project)

9.13 Quality Assurance/Quality Control

9.14 Independent Peer Review (Not applicable for this project)

9.15 Supervision

Perform all activities required to supervise and coordinate project.

9.16 Coordination

Coordinate activities with other disciplines.

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 – 10.35 are not applicable for this project.

General Requirements and tasks 10.1 – 10.3 are not applicable for this project.

10.1 Bridge Geometry (Not applicable for this project)

10.2 Ship Impact Data Collection (Not applicable for this project)

10.3 Ship Impact Criteria (Not applicable for this project)

Superstructure Alternatives and tasks 10.4 – 10.7 are not applicable for this project.

10.4 Short Span Concrete (Not applicable for this project)

10.5 Medium-Span Concrete (Not applicable for this project)

10.6 Long Span Concrete (Not applicable for this project)

10.7 Structural Steel (Not applicable for this project)

Foundation and Substructure Alternatives and tasks 10.8 – 10.10 are not applicable for this project.

10.8 Pier/Bent (Not applicable for this project)

10.9 Shallow Foundations / GRS Abutments (Not applicable for this project)

10.10 Deep Foundations (Not applicable for this project)

Movable Span and tasks 10.11 – 10.23 are not applicable for this project. A-74

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10.11 Data Collection and Design Criteria (Not applicable for this project)

10.12 Movable Span Geometrics and Clearances (Not applicable for this project)

10.13 Deck System Evaluation (Not applicable for this project)

10.14 Framing Plan Development (Not applicable for this project)

10.15 Main Girder Preliminary Design (Not applicable for this project)

10.16 Conceptual Span Balance/Counterweight (Not applicable for this project)

10.17 Support System Development (Not applicable for this project)

10.18 Drive Power Calculations (Not applicable for this project)

10.19 Drive System Development (Not applicable for this project)

10.20 Power and Control Development (Not applicable for this project)

10.21 Conceptual Pier Design (Not applicable for this project)

10.22 Foundation Analysis (FL PIER) (Not applicable for this project)

10.23 Tender Visibility Study (Not applicable for this project)

Other BDR Issues and tasks 10.24 – 10.30 are not applicable for this project.

10.24 Aesthetics (Not applicable for this project)

10.25 TCP/Staged Construction Requirements (Not applicable for this project)

10.26 Constructability Requirements (Not applicable for this project)

10.27 Load Rating for Damaged/Widened Structures (Not applicable for this project)

10.28 Quantity and Cost Estimates (Not applicable for this project)

10.29 Quantity and Cost Estimates - Movable Span (Not applicable for this project)

10.30 Wall Type Justification (Not applicable for this project)

Report Preparation and tasks 10.31 – 10.35 are not applicable for this project.

10.31 Exhibits (Not applicable for this project)

10.32 Exhibits - Movable Span (Not applicable for this project)

10.33 Report Preparation (Not applicable for this project)

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10.34 Report Preparation - Movable Span (Not applicable for this project)

10.35 BDR Submittal Package (Not applicable for this project)

Preliminary Plans (Not applicable for this project)

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable for this project.

General Layout Design and Plans and tasks 11.1 – 11.3 are not applicable for this project.

11.1 Overall Bridge Final Geometry (Not applicable for this project)

11.2 General Plan and Elevation (Not applicable for this project)

11.3 Miscellaneous Details (Not applicable for this project)

End Bent Design and Plans and tasks 11.4 – 11.5 are not applicable for this project.

11.4 End Bent Structural Design (Not applicable for this project)

11.5 End Bent Details (Not applicable for this project)

Intermediate Bent Design and Plans and tasks 11.6 – 11.7 are not applicable for this project.

11.6 Intermediate Bent Structural Design (Not applicable for this project)

11.7 Intermediate Bent Details (Not applicable for this project)

Miscellaneous Substructure Design and Plans and task 11.8 is not applicable for this project.

11.8 Foundation Layout (Not applicable for this project)

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 – 12.28 are not applicable for this project.

General Layout Design and Plans and tasks 12.1 – 12.6 are not applicable for this project.

12.1 Overall Bridge Final Geometry (Not applicable for this project)

12.2 Expansion/Contraction Analysis (Not applicable for this project)

12.3 General Plan and Elevation (Not applicable for this project)

12.4 Construction Staging (Not applicable for this project)

12.5 Approach Slab Plan and Details (Not applicable for this project)

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12.6 Miscellaneous Details (Not applicable for this project)

End Bent Design and Plans and tasks 12.7 – 12.10 are not applicable for this project.

12.7 End Bent Geometry (Not applicable for this project)

12.8 End Bent Structural Design (Not applicable for this project)

12.9 End Bent Plan and Elevation (Not applicable for this project)

12.10 End Bent Details (Not applicable for this project)

Intermediate Bent Design and Plans and tasks 12.11 – 12.15 are not applicable for this project.

12.11 Bent Geometry (Not applicable for this project)

12.12 Bent Stability Analysis (Not applicable for this project)

12.13 Bent Structural Design (Not applicable for this project)

12.14 Bent Plan and Elevation (Not applicable for this project)

12.15 Bent Details (Not applicable for this project)

Miscellaneous Substructure Design and Plans and task 12.16 is not applicable for this project.

12.16 Foundation Layout (Not applicable for this project)

Superstructure Design and Plans and tasks 12.17 – 12.18 are not applicable for this project.

12.17 Finish Grade Elevation Calculation (Not applicable for this project)

12.18 Finish Grade Elevations (Not applicable for this project)

Cast-In-Place Slab Bridges and tasks 12.19 – 12.21 are not applicable for this project.

12.19 Bridge Deck Design (Not applicable for this project)

12.20 Superstructure Plan (Not applicable for this project)

12.21 Superstructure Sections and Details (Not applicable for this project)

Prestressed Slab Unit Bridges and tasks 12.22 – 12.26 are not applicable for this project.

12.22 Prestressed Slab Unit Design (Not applicable for this project)

12.23 Prestressed Slab Unit Layout (Not applicable for this project)

12.24 Prestressed Slab Unit Details and Schedule (Not applicable for this project)

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12.25 Deck Topping Reinforcing Layout (Not applicable for this project)

12.26 Superstructure Sections and Details (Not applicable for this project)

Reinforcing Bar Lists and task 12.27 is not applicable for this project.

12.27 Preparation of Reinforcing Bar List (Not applicable for this project)

Load Rating and task 12.28 is not applicable for this project.

12.28 Load Rating (Not applicable for this project)

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13. 55 are not applicable for this project.

General Layout Design and Plans and tasks 13.1 – 13.6 are not applicable for this project.

13.1 Overall Bridge Final Geometry (Not applicable for this project)

13.2 Expansion/Contraction Analysis (Not applicable for this project)

13.3 General Plan and Elevation (Not applicable for this project)

13.4 Construction Staging (Not applicable for this project)

13.5 Approach Slab Plan and Details (Not applicable for this project)

13.6 Miscellaneous Details (Not applicable for this project)

End Bent Design and Plans and tasks 13.7 – 13.11 are not applicable for this project.

13.7 End Bent Geometry (Not applicable for this project)

13.8 Wingwall Design and Geometry (Not applicable for this project)

13.9 End Bent Structural Design (Not applicable for this project)

13.10 End Bent Plan and Elevation (Not applicable for this project)

13.11 End Bent Details (Not applicable for this project)

Intermediate Bent Design and Plans and tasks 13.12 – 13.16 are not applicable for this project.

13.12 Bent Geometry (Not applicable for this project)

13.13 Bent Stability Analysis (Not applicable for this project)

13.14 Bent Structural Design (Not applicable for this project)

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13.15 Bent Plan and Elevation (Not applicable for this project)

13.16 Bent Details (Not applicable for this project)

Pier Design and Plans and tasks 13.17 – 13.21 are not applicable for this project.

13.17 Pier Geometry (Not applicable for this project)

13.18 Pier Stability Analysis (Not applicable for this project)

13.19 Pier Structural Design (Not applicable for this project)

13.20 Pier Plan and Elevation (Not applicable for this project)

13.21 Pier Details (Not applicable for this project)

Miscellaneous Substructure Design and Plans and task 13.22 are not applicable for this project.

13.22 Foundation Layout (Not applicable for this project)

Superstructure Deck Design and Plans and tasks 13.23 – 13.30 are not applicable for this project.

13.23 Finish Grade Elevation (FGE) Calculation (Not applicable for this project)

13.24 Finish Grade Elevations (Not applicable for this project)

13.25 Bridge Deck Design (Not applicable for this project)

13.26 Bridge Deck Reinforcing and Concrete Quantities (Not applicable for this project)

13.27 Diaphragm Design/Jacking Loads (Not applicable for this project)

13.28 Superstructure Plan (Not applicable for this project)

13.29 Superstructure Section (Not applicable for this project)

13.30 Miscellaneous Superstructure Details (Not applicable for this project)

Reinforcing Bar Lists and task 13.31 is not applicable for this project.

13.31 Preparation of Reinforcing Bar List (Not applicable for this project)

Continuous Concrete Girder Design and tasks 13.32 – 13.48 are not applicable for this project.

13.32 Section Properties (Not applicable for this project)

13.33 Material Properties (Not applicable for this project)

13.34 Construction Sequence (Not applicable for this project)

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13.35 Tendon Layouts (Not applicable for this project)

13.36 Live Load Analysis (Not applicable for this project)

13.37 Temperature Gradient (Not applicable for this project)

13.38 Time Dependent Analysis (Not applicable for this project)

13.39 Stress Summary (Not applicable for this project)

13.40 Ultimate Moments (Not applicable for this project)

13.41 Ultimate Shear (Not applicable for this project)

13.42 Construction Loading (Not applicable for this project)

13.43 Framing Plan (Not applicable for this project)

13.44 Girder Elevation, including Grouting Plan and Vent Locations (Not applicable for this project)

13.45 Girder Details (Not applicable for this project)

13.46 Erection Sequence (Not applicable for this project)

13.47 Splice Details (Not applicable for this project)

13.48 Girder Deflections and Camber (Not applicable for this project)

Simple Span Concrete Design and tasks 13.49 – 13.51 are not applicable for this project.

13.49 Prestressed Beam (Not applicable for this project)

13.50 Prestressed Beam Schedules (Not applicable for this project)

13.51 Framing Plan (Not applicable for this project)

Beam Stability and task 13.52 is not applicable for this project.

13.52 Beam/Girder Stability (Not applicable for this project)

Bearing and tasks 13.53 – 13.54 are not applicable for this project.

13.53 Bearing Pad and Bearing Plate Design (Not applicable for this project)

13.54 Bearing Pad and Bearing Plate Details (Not applicable for this project)

Load Rating and task 13.55 is not applicable for this project.

13.55 Load Ratings (Not applicable for this project) A-80

FPN: 445362 1 32 01

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14. 60 are not applicable for this project.

General Layout Design and Plans and tasks 14.1 – 14.6 are not applicable for this project.

14.1 Overall Bridge Final Geometry (Not applicable for this project)

14.2 Expansion/Contraction Analysis (Not applicable for this project)

14.3 General Plan and Elevation (Not applicable for this project) 14.4 Construction Staging (Not applicable for this project)

14.5 Approach Slab Plan and Details (Not applicable for this project)

14.6 Miscellaneous Details (Not applicable for this project)

End Bent Design and Plans and tasks 14.7 – 14.11 are not applicable for this project.

14.7 End Bent Geometry (Not applicable for this project)

14.8 Wingwall Design and Geometry (Not applicable for this project)

14.9 End Bent Structural Design (Not applicable for this project)

14.10 End Bent Plan and Elevation (Not applicable for this project)

14.11 End Bent Details (Not applicable for this project)

Intermediate Bent Design and Plans and tasks 14.12 – 14.16 are not applicable for this project.

14.12 Bent Geometry (Not applicable for this project)

14.13 Bent Stability Analysis (Not applicable for this project)

14.14 Bent Structural Design (Not applicable for this project)

14.15 Bent Plan and Elevation (Not applicable for this project)

14.16 Bent Details (Not applicable for this project)

Pier Design and Plans and tasks 14.17 – 14.21 are not applicable for this project.

14.17 Pier Geometry (Not applicable for this project)

14.18 Pier Stability Analysis (Not applicable for this project)

14.19 Pier Structural Design (Not applicable for this project)

14.20 Pier Plan and Elevation (Not applicable for this project)

A-81

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14.21 Pier Details (Not applicable for this project)

Miscellaneous Substructure Design and Plans and task 14.22 are not applicable for this project.

14.22 Foundation Layout (Not applicable for this project)

Superstructure Deck Design and Plans and tasks 14.23 – 14.29 are not applicable for this project.

14.23 Finish Grade Elevation (FGE) Calculation (Not applicable for this project)

14.24 Finish Grade Elevations (Not applicable for this project)

14.25 Bridge Deck Design (Not applicable for this project)

14.26 Bridge Deck Reinforcing and Concrete Quantities (Not applicable for this project)

14.27 Superstructure Plan (Not applicable for this project)

14.28 Superstructure Section (Not applicable for this project)

14.29 Miscellaneous Bridge Deck Details (Not applicable for this project)

Reinforcing Bar Lists and task 14.30 are not applicable for this project.

14.30 Preparation of Reinforcing Bar List (Not applicable for this project)

Structural Steel Plate Girder Design and tasks 14.31 – 14.44 are not applicable for this project.

14.31 Unit Modeling (Not applicable for this project)

14.32 Section Design (Not applicable for this project)

14.33 Stiffener Design and Locations (Not applicable for this project)

14.34 Cross-frame Design (Not applicable for this project)

14.35 Connections (Not applicable for this project)

14.36 Bearing Assembly Design and Detailing (With Jacking Analysis) (Not applicable for this project)

14.37 Splice Design (Not applicable for this project)

14.38 Shear Stud Connectors (Not applicable for this project)

14.39 Deflection Analysis (Not applicable for this project)

14.40 Framing Plan (Not applicable for this project)

14.41 Girder Elevation (Not applicable for this project) A-82

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14.42 Structural Steel Details (Not applicable for this project)

14.43 Splice Details (Not applicable for this project)

14.44 Girder Deflections and Camber (Not applicable for this project)

Structural Steel Box Girder Design and tasks 14.45 – 14.59 are not applicable for this project.

14.45 Unit Modeling (Not applicable for this project)

14.46 Section Design (Not applicable for this project)

14.47 Stiffener Design and Locations (Not applicable for this project)

14.48 Interior Cross-Frame Design (Not applicable for this project)

14.49 Exterior Cross-Frame Design (Not applicable for this project)

14.50 Connections (Not applicable for this project)

14.51 Bearing Assembly Design and Detailing (with Jacking Analysis) (Not applicable for this project)

14.52 Splice Design (Not applicable for this project)

14.53 Shear Stud Connectors (Not applicable for this project)

14.54 Deflection Analysis (Not applicable for this project)

14.55 Framing Plan (Not applicable for this project)

14.56 Girder Elevation (Not applicable for this project)

14.57 Structural Steel Details (Not applicable for this project)

14.58 Splice Details (Not applicable for this project)

14.59 Girder Deflections and Camber (Not applicable for this project)

Erection Scheme and tasks 14.60 – 14.61 are not applicable for this project.

14.60 Erection Scheme Analysis (Not applicable for this project)

14.61 Erection Scheme (Not applicable for this project)

Load Rating and task 14.62 are not applicable for this project.

14.62 Load Rating (Not applicable for this project)

A-83

FPN: 445362 1 32 01

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable for this project.

General Layout Design and Plans and tasks 15.1 – 15.9 are not applicable for this project.

15.1 Final Bridge Geometry (Not applicable for this project)

15.2 Casting Geometry Calculation (Not applicable for this project)

15.3 Finish Grade Geometry Calculation (Not applicable for this project)

15.4 Finish Grade Elevations (Not applicable for this project)

15.5 Construction Schedule (Not applicable for this project)

15.6 General Plan and Elevation (Not applicable for this project)

15.7 Approach Slab Plan and Details (Not applicable for this project)

15.8 Miscellaneous Details (Not applicable for this project)

15.9 Existing Bridge Plans (Not applicable for this project)

End Bent Design and Plans and tasks 15.10 – 15.14 are not applicable for this project.

15.10 End Bent Geometry (Not applicable for this project)

15.11 Wingwall Geometry and Design (Not applicable for this project)

15.12 End Bent Structural Design (Not applicable for this project)

15.13 End Bent Plan and Elevation (Not applicable for this project)

15.14 End Bent Details (Not applicable for this project)

Pier Design and Plans and tasks 15.15 – 15.20 are not applicable for this project.

15.15 Pier Geometry (Not applicable for this project)

15.16 Pier Stability Analysis (Not applicable for this project)

15.17 Pier Construction Loads (Not applicable for this project)

15.18 Pier Structural Design (Not applicable for this project)

15.19 Pier Plan and Elevation (Not applicable for this project)

15.20 Pier Details (Not applicable for this project)

Miscellaneous Substructure Design and Plans and task 15.21 are not applicable for this project. A-84

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15.21 Foundation Layout (Not applicable for this project)

Longitudinal Analysis and tasks 15.22 – 15.33 are not applicable for this project.

15.22 Section Properties (Not applicable for this project)

15.23 Material Properties (Not applicable for this project)

15.24 Superimposed Dead Loads (Not applicable for this project)

15.25 Construction Sequence (Not applicable for this project)

15.26 Tendon Layouts (Not applicable for this project)

15.27 Live Load Analysis (Not applicable for this project)

15.28 Temperature Gradient (Not applicable for this project)

15.29 Time Dependent Analysis (Not applicable for this project)

15.30 Stress Summary (Not applicable for this project)

15.31 Ultimate Moments (Not applicable for this project)

15.32 Ultimate Shear (Not applicable for this project)

15.33 Construction Loading (Not applicable for this project)

Transverse Analysis and tasks 15.34 – 15.39 are not applicable for this project.

15.34 Time Dependent Analysis (Not applicable for this project)

15.35 Live Load Analysis (Not applicable for this project)

15.36 Temperature Gradient (Not applicable for this project)

15.37 Stress Summary (Not applicable for this project)

15.38 Ultimate Moments (Not applicable for this project)

15.39 Construction Loading (Not applicable for this project)

Superstructure Design and tasks 15.40 – 15.47 are not applicable for this project.

15.40 Typical Segment (Not applicable for this project)

15.41 Pier Segment (Not applicable for this project)

15.42 Expansion Joint Segment (Not applicable for this project)

A-85

FPN: 445362 1 32 01

15.43 Blister Details (Not applicable for this project)

15.44 Deviator Blocks (Not applicable for this project)

15.45 Bearings (Not applicable for this project)

15.46 Expansion Joints (Not applicable for this project)

15.47 Special Analysis (Not applicable for this project)

Superstructure Plans and tasks 15.48 – 15.57 are not applicable for this project.

15.48 Typical Sections (Not applicable for this project)

15.49 Finish Grade Elevations (Not applicable for this project)

15.50 Segment Layout / Designations (Not applicable for this project)

15.51 Typical Segments (Not applicable for this project)

15.52 Variable Depth Segments (Not applicable for this project)

15.53 Pier Segments (Not applicable for this project)

15.54 Expansion Joint Segments (Not applicable for this project)

15.55 CIP Closure Joint Details (Not applicable for this project)

15.56 Casting Geometry (Not applicable for this project)

15.57 Integrated 3-D Drawings (Not applicable for this project)

Post-Tensioning Details and tasks 15.58 – 15.66 are not applicable for this project.

15.58 Bulkhead Details (Not applicable for this project)

15.59 Transverse Tendon Layout (Not applicable for this project)

15.60 Longitudinal Tendon Layout (Not applicable for this project)

15.61 Temporary Post-Tensioning (Not applicable for this project)

15.62 Quantities and Stressing Schedule (Not applicable for this project)

15.63 Future Post-Tensioning (Not applicable for this project)

15.64 Anchorage Blisters (Not applicable for this project)

15.65 Deviation Blocks (Not applicable for this project)

A-86

FPN: 445362 1 32 01

15.66 PT Grouting Plan Details (Not applicable for this project)

Miscellaneous Details and tasks 15.67 – 15.75 are not applicable for this project.

15.67 Erection Sequence and Details (Not applicable for this project)

15.68 Access Opening Details (Not applicable for this project)

15.69 Bearings (Not applicable for this project)

15.70 Expansion Joints (Not applicable for this project)

15.71 Vermin Screen Details (Not applicable for this project)

15.72 Railing Details (Not applicable for this project)

15.73 Lighting and Luminaries (Not applicable for this project)

15.74 Architectural Details (Not applicable for this project)

15.75 Special Systems (Not applicable for this project)

Reinforcing Bar Lists and task 15.76 are not applicable for this project.

15.76 Preparation of Reinforcing Bar Lists (Not applicable for this project)

Load Rating and task 15.77 are not applicable for this project.

15.77 Load Rating (LRFR) (Not applicable for this project)

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable for this project.

Final Design Bascule Pier and tasks 16.1- 16.9 are not applicable for this project.

16.1 Pier Deck (Not applicable for this project)

16.2 Leaf/Pier Clearance Diagrams (Not applicable for this project)

16.3 Load Shoe Columns (Not applicable for this project)

16.4 Trunnion Columns (Not applicable for this project)

16.5 Foundations (Not applicable for this project)

16.6 Footing (Not applicable for this project)

16.7 Seal (Not applicable for this project)

A-87

FPN: 445362 1 32 01

16.8 Back Wall (Approach Span Bearings) Closed Piers only (Not applicable for this project)

16.9 Bascule Pier Deck Elevations (Not applicable for this project)

Bascule Pier Dimensions - Detailing and tasks 16.10- 16.12 are not applicable for this project.

16.10 Pier Plan Views (Not applicable for this project)

16.11 Pier Elevations Views (Not applicable for this project)

16.12 Pier Sections (Not applicable for this project)

Bascule Pier Reinforcing Details and task 16.13 are not applicable for this project.

16.13 Pier Reinforcing (Not applicable for this project)

Bascule Pier Miscellaneous Details and tasks 16.14 – 16.20 are not applicable for this project.

16.14 Pier Barrier Details (Not applicable for this project)

16.15 Stair Details (Not applicable for this project)

16.16 Handrail Details (Not applicable for this project)

16.17 Ladder and Hatch Details (Not applicable for this project)

16.18 Pier Equipment (Not applicable for this project)

16.19 Bascule Pier Notes and Summary of Quantities (Not applicable for this project)

16.20 Miscellaneous Details (Not applicable for this project)

Bascule Leaf Design and tasks 16.21 – 16.38 are not applicable for this project.

16.21 Deck Design (Not applicable for this project)

16.22 Sidewalk Design (Not applicable for this project)

16.23 Stringer Design (Not applicable for this project)

16.24 Typical Floorbeam Design (Not applicable for this project)

16.25 End Floorbeam Design (Not applicable for this project)

16.26 Deep Floorbeam Design (Not applicable for this project)

16.27 Sidewalk Bracket Design (Not applicable for this project)

16.28 Roadway Bracket Design (Not applicable for this project)

A-88

FPN: 445362 1 32 01

16.29 Main Girder Influence Lines (Not applicable for this project)

16.30 Main Girder Design (Not applicable for this project)

16.31 Trunnion Girder Design (Not applicable for this project)

16.32 Main Girder Camber Data (Not applicable for this project)

16.33 Leaf Lateral Bracing Design (Not applicable for this project)

16.34 Counterweight Design (Not applicable for this project)

16.35 Live Load Shoe Design (Not applicable for this project)

16.36 Barrier Design (Not applicable for this project)

16.37 Deck Elevations (Not applicable for this project)

16.38 Balance Calculations (Not applicable for this project)

Bascule Leaf Detailing and tasks 16.39 – 16.59 are not applicable for this project.

16.39 Bascule GP&E (Not applicable for this project)

16.40 Bascule Leaf Notes (Not applicable for this project)

16.41 Framing Plan (Not applicable for this project)

16.42 Flooring Plan and Details (Not applicable for this project)

16.43 Typical Section and Finish Grade Elevations (Not applicable for this project)

16.44 Girder Elevation (Not applicable for this project)

16.45 Girder Details (Not applicable for this project)

16.46 Camber Layout (Not applicable for this project)

16.47 Floor Beams (Not applicable for this project)

16.48 Counterweight Girder/Box (Not applicable for this project)

16.49 Trunnion Girder (Not applicable for this project)

16.50 Cylinder Girder (Not applicable for this project)

16.51 Lateral Bracing Details (Not applicable for this project)

16.52 Counterweight Bracing Details (Not applicable for this project)

A-89

FPN: 445362 1 32 01

16.53 Joint Details (Not applicable for this project)

16.54 Traffic Barrier Details (Not applicable for this project)

16.55 Pedestrian Rail and Support Details (Not applicable for this project)

16.56 Curb and Sidewalk Details (Not applicable for this project)

16.57 Barrier and Sidewalk Bracket Details (Not applicable for this project)

16.58 Counterweight Details (Not applicable for this project)

16.59 Stress Table or Influence Lines (Not applicable for this project)

Mechanical Design and tasks 16.60 – 16.63 are not applicable for this project.

16.60 Final Power Requirements (Not applicable for this project)

16.61 Trunnion Assembly (Not applicable for this project)

16.62 Span Locks (Not applicable for this project)

16.63 Sump Pumps (Not applicable for this project)

Mechanical Drive Design and tasks 16.64 – 16.67 are not applicable for this project.

16.64 Drive Shafts, Couplings, Keys, Bearings and Supports (Not applicable for this project)

16.65 Rack and Pinion, Bearings and Supports (Not applicable for this project)

16.66 Drive Train (Not applicable for this project)

16.67 Motor Brakes and Machinery Brakes (Not applicable for this project)

Hydraulic Drive Design and task 16.68 is not applicable for this project.

16.68 Hydraulic Drive (Not applicable for this project)

Machinery Detailing and tasks 16.69 – 16.74 are not applicable for this project.

16.69 Machinery Layout (Not applicable for this project)

16.70 Machinery Elevation (Not applicable for this project)

16.71 Machinery Section (Not applicable for this project)

16.72 Trunnion Assembly (Not applicable for this project)

16.73 Drive Details (Not applicable for this project)

A-90

FPN: 445362 1 32 01

16.74 Span Locks (Not applicable for this project)

Electrical Design and tasks 16.75 – 16.81 are not applicable for this project.

16.75 Load Analysis (Not applicable for this project)

16.76 Power Distribution (Not applicable for this project)

16.77 Drive Equipment (Not applicable for this project)

16.78 Bridge Controls (Not applicable for this project)

16.79 Grounding (Not applicable for this project)

16.80 Lightning and Surge Suppression (Not applicable for this project)

16.81 Pier Lighting (Not applicable for this project)

Electrical Detailing and tasks 16.82 – 16.94 are not applicable for this project.

16.82 Electrical Plan and Elevation (Not applicable for this project)

16.83 Electrical Symbols and Abbreviations (Not applicable for this project)

16.84 Single/Three Line Diagram (Not applicable for this project)

16.85 Panel Board and Light Fixture Schedules (Not applicable for this project)

16.86 Wire and Conduit Schedules and Diagrams (Not applicable for this project)

16.87 Control Desk/Panel Layout (Not applicable for this project)

16.88 Control Schematics (Not applicable for this project)

16.89 PLC Logic (Not applicable for this project)

16.90 Communication System (Not applicable for this project)

16.91 Navigation Lighting Details (Not applicable for this project)

16.92 Pedestrian Gate, Traffic Gate, and Barrier Details (Not applicable for this project)

16.93 Submarine Cable (Not applicable for this project)

16.94 Miscellaneous Details (Not applicable for this project)

Control House and tasks 16.95 – 16.100 are not applicable for this project.

16.95 Architectural Design (Not applicable for this project)

A-91

FPN: 445362 1 32 01

16.96 Architectural Details (Not applicable for this project)

16.97 Structural Design (Not applicable for this project)

16.98 Structural Details (Not applicable for this project)

16.99 HVAC/Plumbing Design (Not applicable for this project)

16.100 HVAC/Plumbing/Electrical Cables (Not applicable for this project)

Reinforcing Bar Lists and task 16.101 are not applicable for this project.

16.101 Preparation of Reinforcing Bar List (Not applicable for this project)

Load Rating and task 16.102 are not applicable for this project.

16.102 Load Rating (Not applicable for this project)

17 STRUCTURES - RETAINING WALLS and tasks 17.1 – 17.21 are not applicable for this project.

General Requirements and tasks 17.1 – 17.2 are not applicable for this project.

17.1 Key Sheet (Not applicable for this project)

17.2 Horizontal Wall Geometry (Not applicable for this project)

Permanent Proprietary Walls and tasks 17.3 – 17.6 are not applicable for this project.

17.3 Vertical Wall Geometry (Not applicable for this project)

17.4 Semi-Standard Drawings (Not applicable for this project)

17.5 Wall Plan and Elevations (Control Drawings) (Not applicable for this project)

17.6 Details (Not applicable for this project)

Temporary Proprietary Walls and tasks 17.7 – 17.10 are not applicable for this project.

17.7 Vertical Wall Geometry (Not applicable for this project)

17.8 Semi-Standard Drawings (Not applicable for this project)

17.9 Wall Plan and Elevations (Control Drawings) (Not applicable for this project)

17.10 Details (Not applicable for this project)

Cast-In-Place Retaining Walls and tasks 17.11 – 17.16 are not applicable for this project.

A-92

FPN: 445362 1 32 01

17.11 Design (Not applicable for this project)

17.12 Vertical Wall Geometry (Not applicable for this project)

17.13 General Notes (Not applicable for this project)

17.14 Wall Plan and Elevations (Control Drawings) (Not applicable for this project)

17.15 Sections and Details (Not applicable for this project)

17.16 Reinforcing Bar List (Not applicable for this project)

Other Retaining Walls and Bulkheads and tasks 17.17 – 17.21 are not applicable for this project.

17.17 Design (Not applicable for this project)

17.18 Vertical Wall Geometry (Not applicable for this project)

17.19 General Notes, Tables and Miscellaneous Details (Not applicable for this project)

17.20 Wall Plan and Elevations (Not applicable for this project)

17.21 Details (Not applicable for this project)

18 STRUCTURES - MISCELLANEOUS

The CONSULTANT shall prepare plans for Miscellaneous Structure(s) as specified in Section 2.5.

Concrete Box Culverts and tasks 18.1 – 18.4 are not applicable for this project.

18.1 Concrete Box Culverts (Not applicable for this project)

18.2 Concrete Box Culverts Extensions (Not applicable for this project)

18.3 Concrete Box Culvert Data Table Plan Sheets (Not applicable for this project)

18.4 Concrete Box Culvert Special Details Plan Sheets (Not applicable for this project)

Strain Poles

18.6 Concrete Strain Poles

CONSULTANT shall design concrete poles for ITS devices as needed and directed by DEPARTMENT.

18.8 Strain Pole Special Details Plan Sheets

CONSULTANT shall design steel poles for ITS devices as needed and directed by A-93

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DEPARTMENT.

Mast Arms and tasks 18.9 – 18.11 are not applicable for this project.

18.9 Mast Arms (Not applicable for this project)

18.10 Mast Arms Data Table Plan Sheets (Not applicable for this project)

18.11 Mast Arms Special Details Plan Sheets (Not applicable for this project)

Overhead/Cantilever Sign Structure and tasks 18.12 – 18.18 are not applicable for this project.

18.12 Cantilever Sign Structures (Not applicable for this project)

18.13 Overhead Span Sign Structures (Not applicable for this project)

18.14 Special (Long Span) Overhead Sign Structures (Not applicable for this project)

18.15 Monotube Overhead Sign Structure (Not applicable for this project)

18.16 Bridge Mounted Signs (Attached to Superstructure) (Not applicable for this project)

18.17 Overhead/Cantilever Sign Structures Data Table Plan Sheets (Not applicable for this project)

18.18 Overhead/Cantilever Sign Structures Special Details Plan Sheets (Not applicable for this project)

High Mast Lighting and task 18.19 – 18.20 are not applicable for this project.

18.19 Non-Standard High Mast Lighting Structures (Not applicable for this project)

18.20 High Mast Lighting Special Details Plan Sheets (Not applicable for this project)

Noise Barrier Walls (Ground Mount) and tasks 18.21 – 18.27 are not applicable for this project.

18.21 Horizontal Wall Geometry (Not applicable for this project)

18.22 Vertical Wall Geometry (Not applicable for this project)

18.23 Summary of Quantities – Aesthetic Requirements (Not applicable for this project)

18.24 Control Drawings (Not applicable for this project)

18.25 Design of Noise Barrier Walls Covered by Standards (Not applicable for this project)

18.26 Design of Noise Barrier Walls not Covered by Standards (Not applicable for this project)

18.27 Aesthetic Details (Not applicable for this project)

A-94

FPN: 445362 1 32 01

Special Structures (Not applicable for this project)

18.28 Fender System (Not applicable for this project)

18.28 Fender System (Not applicable for this project)

18.30 Special Structures (Not applicable for this project)

18.31 Other Structures (Not applicable for this project)

18.32 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (Optional Services)

As needed for ITS device poles and directed by DEPARTMENT.

18.33 Condition Evaluation of Signal and Sign Structures, and High Mast Light Poles (Not applicable for this project)

18.34 Analytical Evaluation of Signal and Sign Structures, and High Mast Light Poles (Not applicable for this project)

18.35 Ancillary Structures Report (Not applicable for this project)

19 SIGNING AND PAVEMENT MARKING ANALYSIS and tasks 19.1 – 19.16 are not applicable for this project

19.1 Traffic Data Analysis (Not applicable for this project)

19.2 No Passing Zone Study (Not applicable for this project)

19.3 Reference and Master Design File (Not applicable for this project)

19.4 Multi-Post Sign Support Calculations (Not applicable for this project)

19.5 Sign Panel Design Analysis (Not applicable for this project)

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)

19.7 Quantities (Not applicable for this project)

19.8 Cost Estimate (Not applicable for this project)

19.9 Technical Special Provisions and Modified Special Provisions (Not applicable for this project)

19.10 Other Signing and Pavement Marking Analysis (Not applicable for this project)

19.11 Field Reviews (Not applicable for this project)

A-95

FPN: 445362 1 32 01

19.12 Technical Meetings (Not applicable for this project)

19.13 Quality Assurance/Quality Control (Not applicable for this project)

19.14 Independent Peer Review (Not applicable for this project)

19.15 Supervision (Not applicable for this project)

19.16 Coordination (Not applicable for this project)

20 SIGNING AND PAVEMENT MARKING PLANS and tasks 20.1 – 20.15 are not applicable for this project.

20.1 Key Sheet (Not applicable for this project)

20.2 Summary of Pay Items Including Quantity Input (Not applicable for this project)

20.3 Tabulation of Quantities (Not applicable for this project)

20.4 General Notes/Pay Item Notes (Not applicable for this project)

20.5 Project Layout (Not applicable for this project)

20.6 Plan Sheet (Not applicable for this project)

20.7 Typical Details (Not applicable for this project)

20.8 Guide Sign Work Sheet(s) (Not applicable for this project)

20.9 Traffic Monitoring Site (Not applicable for this project)

20.10 Cross Sections (Not applicable for this project)

20.11 Special Service Point Details (Not applicable for this project)

20.12 Special Details (Not applicable for this project)

20.13 Interim Standards (Not applicable for this project)

20.14 Quality Assurance/Quality Control (Not applicable for this project)

20.15 Supervision (Not applicable for this project)

21 SIGNALIZATION ANALYSIS

The CONSULTANT shall analyze and document Signalization Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, and current design memorandums. A-96

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21.1 Traffic Data Collection

The CONSULTANT shall perform all effort required for traffic data collection, including crash reports, 24-hour machine counts, 8-hour turning movement counts, 7-day machine counts, and speed & delay studies. Traffic data collection shall be as needed to implement CV technology and ATSPM particularly as needed for advance detectors for railroad and mid-block crossings; and use in Signal Phasing and Timing (SPaT), Transit Signal Priority (TSP), and pre-emption applications. The CONSULTANT shall review and determine required count locations from the locations listed in Appendix A. Inventory List.

21.2 Traffic Data Analysis

The CONSULTANT shall determine signal operation plan, intersection geometry, local signal timings, pre-emption phasing & timings, forecasting traffic, and intersection analysis run as needed for ATSPM, SPaT, TSP, and queue analysis and as directed by the DEPARTMENT.

21.3 Signal Warrant Study (Not applicable for this project)

21.4 Systems Timings (Not applicable for this project)

21.5 Reference and Master Signalization Design File (Not applicable for this project)

21.6 Reference and Master Interconnect Communication Design File (Not applicable for this project)

21.7 Overhead Street Name Sign Design (Not applicable for this project)

21.8 Pole Elevation Analysis (Not applicable for this project)

21.9 Traffic Signal Operation Report

The CONSULTANT shall develop a Traffic Signal Operation Report as defined by the applicable District.

21.10 Quantities (Not applicable for this project)

21.11 Cost Estimate (Not applicable for this project)

21.12 Technical Special Provisions and Modified Special Provisions (Not applicable for this project)

21.13 Other Signalization Analysis

The CONSULTANT shall review and determine data collection required to implement CV technology and ATSPM particularly as needed for advance detectors for railroad and mid- block crossings; and use Signal Phasing and Timing (SPaT), Transit Signal Priority (TSP), and pre-emption applications. Locations to be included are listed in Appendix A.

21.14 Field Reviews (Not applicable for this project)

A-97

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21.15 Technical Meetings (Not applicable for this project)

21.16 Quality Assurance/Quality Control

The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of traffic design drawings, specifications and other services furnished by the CONSULTANT under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications and other services prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or it may be one specifically designed for this project.

21.17 Independent Peer Review (Not applicable for this project)

21.18 Supervision

Perform all activities required to supervise and coordinate project.

21.19 Coordination

Coordination as needed and directed by DEPARTMENT.

Coordinate activities with other disciplines.

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable for this project.

22.1 Key Sheet (Not applicable for this project)

22.2 Summary of Pay Items Including Designer Interface Quantity Input (Not applicable for this project)

22.3 Tabulation of Quantities (Not applicable for this project)

22.4 General Notes/Pay Item Notes (Not applicable for this project)

22.5 Plan Sheet (Not applicable for this project)

22.6 Interconnect Plans (Not applicable for this project)

22.7 Traffic Monitoring Site (Not applicable for this project)

22.8 Guide Sign Worksheet (Not applicable for this project)

22.9 Special Details (Not applicable for this project)

22.10 Special Service Point Details (Not applicable for this project) A-98

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22.11 Mast Arm/Monotube Tabulation Sheet (Not applicable for this project)

22.12 Strain Pole Schedule (Not applicable for this project)

22.13 TCP Signal (Temporary) (Not applicable for this project)

22.14 Temporary Detection Sheet (Not applicable for this project)

22.15 Utility Conflict Sheet (Not applicable for this project)

22.16 Interim Standards (Not applicable for this project)

22.17 Quality Assurance/Quality Control (Not applicable for this project)

22.18 Supervision (Not applicable for this project)

23 LIGHTING ANALYSIS and tasks 23.1 – 23.17 are not applicable for this project.

23.1 Lighting Justification Report (Not applicable for this project)

23.2 Lighting Design Analysis Report (Not applicable for this project)

23.3 Voltage Drop Calculations (Not applicable for this project)

23.4 FDEP Coordination and Report (Not applicable for this project)

23.5 Reference and Master Design Files (Not applicable for this project)

23.6 Temporary Lighting (Not applicable for this project)

23.7 Design Documentation (Not applicable for this project)

23.8 Quantities (Not applicable for this project)

23.9 Cost Estimate (Not applicable for this project)

23.10 Technical Special Provisions and Modified Special Provisions (Not applicable for this project)

23.11 Other Lighting Analysis (Not applicable for this project)

23.12 Field Reviews (Not applicable for this project)

23.13 Technical Meetings (Not applicable for this project)

23.14 Quality Assurance/Quality Control (Not applicable for this project)

23.15 Independent Peer Review (Not applicable for this project)

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23.16 Supervision (Not applicable for this project)

23.17 Coordination (Not applicable for this project)

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable for this project.

24.1 Key Sheet (Not applicable for this project)

24.2 Summary of Pay Item Sheet Including Designer Interface Quantity Input (Not applicable for this project)

24.3 Tabulation of Quantities (Not applicable for this project)

24.4 General Notes/Pay Item Notes (Not applicable for this project)

24.5 Pole Data, Legend & Criteria (Not applicable for this project)

24.6 Service Point Details (Not applicable for this project)

24.7 Project Layout (Not applicable for this project)

24.8 Plan Sheet (not applicable for this project)

24.9 Special Details (Not applicable for this project)

24.10 Temporary Lighting Data and Details (Not applicable for this project)

24.11 Traffic Control Plan Sheets (Not applicable for this project)

24.12 Interim Standards (Not applicable for this project)

24.13 Quality Assurance/Quality Control (Not applicable for this project)

24.14 Supervision (Not applicable for this project)

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.16 are not applicable for this project.

25.1 Data Collection (Not applicable for this project)

25.2 Site Inventory and Analysis for Proposed Landscape (Not applicable for this project)

25.3 Planting Design (Not applicable for this project)

25.4 Irrigation Design (Not applicable for this project)

25.5 Hardscape Design (Not applicable for this project)

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25.6 Plan Summary Boxes (Not applicable for this project)

25.7 Cost Estimates (Not applicable for this project)

25.8 Technical Special Provisions and Modified Special Provisions (Not applicable for this project)

25.9 Other Landscape Architecture (Not applicable for this project)

25.10 Outdoor Advertising (Not applicable for this project)

25.11 Field Reviews (Not applicable for this project)

25.12 Technical Meetings / Public Meetings (Not applicable for this project)

25.13 Quality Assurance/Quality Control (Not applicable for this project)

25.14 Independent Peer Review (Not applicable for this project)

25.15 Supervision (Not applicable for this project)

25.16 Project Coordination (Not applicable for this project)

25.17 Interdisciplinary Coordination (Not applicable for this project)

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable for this project.

26.1 Key Sheet (Not applicable for this project)

26.2 Tabulation of Quantities (Not applicable for this project)

26.3 General Notes (Not applicable for this project)

26.4 Tree and Vegetation Inventory, Protection and Relocation Plans (Not applicable for this project)

26.5 Planting Plans for Linear Roadway Projects (Not applicable for this project)

26.6 Planting Plans (Interchanges and Toll Plazas) (Not applicable for this project)

26.7 Planting Details and Notes (Not applicable for this project)

26.8 Irrigation Plans for Linear Roadway Project (Not applicable for this project)

26.9 Irrigation Plans for Interchange and Toll Plazas (Not applicable for this project)

26.10 Irrigation Details and Notes (Not applicable for this project)

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26.11 Hardscape Plans (Not applicable for this project)

26.12 Hardscape Details and Notes (Not applicable for this project)

26.13 Landscape Maintenance Plan (Not applicable for this project)

26.14 Cost Estimate (Not applicable for this project)

26.15 Quality Assurance/Quality Control (Not applicable for this project)

26.16 Supervision (Not applicable for this project)

27 SURVEY

The CONSULTANT shall perform survey tasks in accordance with all applicable statutes, manuals, guidelines, standards, handbooks, procedures, and current design memoranda.

The CONSULTANT shall submit all survey notes and computations to document the surveys. All field survey work shall be recorded in approved media and submitted to the DEPARTMENT. Field books submitted to the DEPARTMENT must be of an approved type. The field books shall be certified by the surveyor in responsible charge of work being performed before the final product is submitted.

The survey notes shall include documentation of decisions reached from meetings, telephone conversations or site visits. All like work (such as bench lines, reference points, etc.) shall be recorded contiguously. The DEPARTMENT may not accept field survey radial locations of section corners, platted subdivision lot and block corners, alignment control points, alignment control reference points and certified section corner references. The DEPARTMENT may instead require that these points be surveyed by true line, traverse or parallel offset.

The CONSULTANT shall determine level of survey required. If desired, the DEPARTMENT may approve use of aerial photography for plan sheets. District Design Engineer approval is required, pursuant to FDOT Design Manual Chapter 300.

27.1 Horizontal Project Control (HPC) (Not applicable for this project)

27.2 Vertical Project Control (VPC) (Not applicable for this project)

27.3 Alignment and/or Existing Right of Way (R/W) Lines

Establish, recover or re-establish project alignment. Also includes analysis and processing of all field collected data, existing maps, and/or reports for identifying mainline, ramp, offset, or secondary alignments. Depict alignment and/or existing R/W lines (in required format) per DEPARTMENT R/W Maps, platted or dedicated rights of way.

27.4 Aerial Targets (Not applicable for this project)

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27.5 Reference Points (Not applicable for this project)

27.6 Topography/Digital Terrain Model (DTM) (3D) (Not applicable for this project)

27.7 Planimetric (2D)

Locate all above ground features and improvements. Deliver in appropriate electronic format. Effort includes field edits, analysis and processing of all field collected data, existing maps, and/or reports.

27.8 Roadway Cross Sections/Profiles

Perform cross sections or profiles. May include analysis and processing of all field-collected data for comparison with DTM.

27.9 Side Street Surveys

Refer to tasks of this document as applicable.

27.10 Underground Utilities

Designation includes 2-dimensional collection of existing utilities and selected 3- dimensional verification as needed for designation. Location includes non-destructive excavation to determine size, type and location of existing utility, as necessary for final 3- dimensional verification. Survey includes collection of data on points as needed for designates and locates. Includes analysis and processing of all field collected data, and delivery of all appropriate electronic files.

The CONSULTANT’s approach to performing SUE shall be consistent with the American Society of Civil Engineers (ASCE) Standard (CI/ASCE 38-02) entitled “Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data” as follows:

▪ Identify utility owners that have facilities within, or may be affected by, the project limits. Contact these utility owners (face to face meetings recommended) and provide them with information about the proposed project and schedule periodic follow-up meetings. (ASCE Quality Level D).

▪ Review all information that can be obtained and plot on utility composite drawing (CADD file to be furnished). (ASCE Quality Level D).

▪ Make field observations to identify visible above-ground utility features. Provide all information in field sketches so surveyor can prepare a complete survey and plot a rectilinear grid. (ASCE Quality Level C)

▪ Use appropriate surface geophysical methods (i.e., pipe and cable locators, terrain conductivity methods, resistively measurements, metal detectors, Ground Penetrating Radar, etc.) to designate existing A-103

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subsurface utilities or to trace a particular utility system. This provides two-dimensional horizontal information. Place paint marks on the ground. Place identification flags or stakes on the paint marks or coding on the pavement and survey to project controls. Depict resulting information via computer aided design and drafting (CADD). Provide notes and sketches to designer of record and/or on- site engineer. Non-tonable (non-metallic) utilities will be discussed at this time with the designer of record and/or on-site engineer. (ASCE Quality Level B).

▪ Meet with designer of record and/or on-site engineer to determine utility conflicts and ASCE Quality Level A test hole locations.

▪ Expose selected subsurface utilities to obtain three-dimensional information. Use minimally intrusive excavation methods, such as vacuum excavation and Air-Lance. Depict resulting information. Resolve differences between all information gathered. Provide test hole data sheets (THDS) to designer of record and/or on-site engineer. All test holes are to be back-filled as described below. (ASCE Quality Level A).

▪ Collect and store utility location and condition information in a database for asset management. Provide a detailed report of utility locations, depths, size, type, etc. All information shall be provided in the format requested by the DEPARTMENT.

27.11 Outfall Survey (Not applicable for this project)

27.12 Drainage Survey (Not applicable for this project)

27.13 Bridge Survey (Minor/Major) (Not applicable for this project)

27.14 Channel Survey (Not applicable for this project)

27.15 Pond Site Survey (Not applicable for this project)

27.16 Mitigation Survey (Not applicable for this project)

27.17 Jurisdiction Line Survey (Not applicable for this project)

27.18 Geotechnical Support

Perform 3-dimensional (X,Y,Z) field location, or stakeout, of boring sites established by geotechnical engineer. Includes field edits, analysis and processing of all field collected data and/or reports.

27.19 Sectional/Grant Survey (Not applicable for this project)

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27.20 Subdivision Location (Not applicable for this project)

27.21 Maintained R/W

Perform field location (2-dimensional) of maintained R/W limits as defined by respective authorities, if needed. Also includes field edits, analysis and processing of all field collected data, preparation of reports.

27.22 Boundary Survey (Not applicable for this project)

27.23 Water Boundary Survey (Not applicable for this project)

27.24 Right of Way Staking, Parcel / Right of Way Line

Perform field staking and calculations of existing/proposed R/W lines for on-site review purposes.

27.25 Right of Way Monumentation (Not applicable for this project)27.26 Line Cutting (Not applicable for this project)

27.26 Line Cutting (Not applicable for this project)

27.27 Work Zone Safety

Provide work zone as required by DEPARTMENT standards.

27.28 Miscellaneous Surveys

Refer to tasks of this document, as applicable, to perform surveys not described herein. The fee for a task work order will be determined at negotiations. This item can only be used if authorized in writing by the District Surveyor (DS), District Location Surveyor (DLS) or their representative.

27.29 Supplemental Surveys (Not applicable for this project)

27.30 Document Research

Perform research of documentation to support field and office efforts involving surveying and mapping.

27.31 Field Review

Perform verification of the field conditions as related to the collected survey data.

27.32 Technical Meetings

Attend meetings as required and negotiated by the Surveying and Mapping Department.

27.33 Quality Assurance/Quality Control (QA/QC)

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Establish and implement a QA/QC plan. Also includes subconsultant review, response to comments and any resolution meetings if required, preparation of submittals for review, etc.

27.34 Supervision

Perform all activities required to supervise and coordinate project. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the District Surveying Office.

27.35 Coordination

Coordinate survey activities with other disciplines. These activities must be performed by the project supervisor, a Florida P.S.M. or their delegate as approved by the District Surveying Office.

28 PHOTOGRAMMETRY and tasks 28.1 – 28.25 are not applicable for this project.

28.1 Flight Preparation (Not applicable for this project)

28.2 Control Point Coordination (Not applicable for this project)

28.3 Mobilization (Not applicable for this project)

28.4 Flight Operations (Not applicable for this project)

28.5 Film Processing (Not applicable for this project)

28.6 Photo Products (Not applicable for this project)

28.7 Scanning (Not applicable for this project)

28.8 LiDAR (Not applicable for this project)

28.9 Aerial Triangulation (Not applicable for this project)

28.10 Surfaces (Not applicable for this project)

28.11 Ortho Generation (Not applicable for this project)

28.12 Rectified Digital Imagery (Georeferenced) (Not applicable for this project)

28.13 Mosaicking (Not applicable for this project)

28.14 Sheet Clipping (Not applicable for this project)

28.15 Topographics (3D) (Not applicable for this project)

28.16 Planimetrics (2D) (Not applicable for this project)

28.17 Drainage Basin (Not applicable for this project) A-106

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28.18 CADD Edit (Not applicable for this project)

28.19 Data Merging (Not applicable for this project)

28.20 Miscellaneous (Not applicable for this project)

28.21 Field Review (Not applicable for this project)

28.22 Technical Meetings (Not applicable for this project)

28.23 Quality Assurance/Quality Control (Not applicable for this project)

28.24 Supervision (Not applicable for this project)

28.25 Coordination (Not applicable for this project)

29 MAPPING

Master CADD File (Not applicable for this project)

29.1 Alignment (Not applicable for this project)

29.2 Section and 1/4 Section Lines (Not applicable for this project)

29.3 Subdivisions / Property Lines (Not applicable for this project)

29.4 Existing Right of Way (Not applicable for this project)

29.5 Topography (Not applicable for this project)

29.6 Parent Tract Properties and Existing Easements (Not applicable for this project)

29.7 Proposed Right of Way Requirements (Not applicable for this project)

29.8 Limits of Construction (Not applicable for this project)

29.9 Jurisdictional/Agency Lines (Not applicable for this project)

Sheet Files (Not applicable for this project)

29.10 Control Survey Cover Sheet (Not applicable for this project)

29.11 Control Survey Key Sheet (Not applicable for this project)

29.12 Control Survey Detail Sheet (Not applicable for this project)

29.13 Right of Way Map Cover Sheet (Not applicable for this project)

29.14 Right of Way Map Key Sheet (Not applicable for this project) A-107

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29.15 Right of Way Map Detail Sheet (Not applicable for this project)

29.16 Maintenance Map Cover Sheet (Not applicable for this project)

29.17 Maintenance Map Key Sheet (Not applicable for this project)

29.18 Maintenance Map Detail Sheet (Not applicable for this project)

29.19 Reference Point Sheet (Not applicable for this project)

29.20 Project Network Control Sheet (Not applicable for this project)

29.21 Table of Ownerships Sheet (Not applicable for this project)

Miscellaneous Surveys and Sketches

Surveys and sketches as needed and directed by DEPARTMENT.

29.22 Parcel Sketches (Not applicable for this project)

29.23 TIITF Sketches (Not applicable for this project)

29.24 Other Specific Purpose Survey(s) (Not applicable for this project)

29.25 Boundary Survey(s) Map (Not applicable for this project)

29.26 Right of Way Monumentation Map (Not applicable for this project)

29.27 Title Search Map (Not applicable for this project)

29.28 Title Search Report (Not applicable for this project)

29.29 Legal Descriptions (Not applicable for this project)

29.30 Final Map/Plans Comparison (Not applicable for this project)

29.31 Field Reviews (Not applicable for this project)

29.32 Technical Meetings (Not applicable for this project)

29.33 Quality Assurance/Quality Control (Not applicable for this project)

29.34 Supervision (Not applicable for this project)

29.35 Coordination (Not applicable for this project)

29.36 Supplemental Mapping (Not applicable for this project)

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 – 30.19 are not applicable for this A-108

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project.

30.1 Terrestrial Mobile LiDAR Mission Planning (Not applicable for this project)

30.2 Project Control Point Coordination (Not applicable for this project)

30.3 Terrestrial Mobile LiDAR Mobilization (Not applicable for this project)

30.4 Terrestrial Mobile LiDAR Mission (Not applicable for this project)

30.5 Terrestrial Mobile LiDAR Processing (Not applicable for this project)

30.6 Terrestrial Mobile Photography Processing (Not applicable for this project)

30.7 Transformation / Adjustment (Not applicable for this project)

30.8 Classification / Editing (Not applicable for this project)

30.9 Specific Surface Reporting (Not applicable for this project)

30.10 Topographic (3D) Mapping (Not applicable for this project)

30.11 Topographic (2D) Planimetric Mapping (Not applicable for this project)

30.12 CADD Edits (Not applicable for this project)

30.13 Data Merging (Not applicable for this project)

30.14 Miscellaneous (Not applicable for this project)

30.15 Field Reviews (Not applicable for this project)

30.16 Technical Meetings (Not applicable for this project)

30.17 Quality Assurance/ Quality Control (Not applicable for this project)

30.18 Supervision (Not applicable for this project)

30.19 Coordination (Not applicable for this project)

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not applicable for this project.

Architectural Plans and tasks 31.1 – 31.37 are not applicable for this project.

31.1 Architectural Program Review/Verification (Not applicable for this project)

31.2 Key Sheet and Index of Sheets (Not applicable for this project)

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31.3 General Notes, Abbreviations, Symbols, and Legend (Not applicable for this project)

31.4 Life Safety Plan(s) (Not applicable for this project)

31.5 Site Plan(s) (Not applicable for this project)

31.6 Floor Plan(s) (small scale) (Not applicable for this project)

31.7 Floor Plan(s) (large scale) (Not applicable for this project)

31.8 Exterior Elevation(s) (Not applicable for this project)

31.9 Roof Plan(s) (Not applicable for this project)

31.10 Roof Details (Not applicable for this project)

31.11 Interior Elevation(s) (Not applicable for this project)

31.12 Rest Room Plan(s) (Enlarged) (Not applicable for this project)

31.13 Rest Room Elevation(s) (Not applicable for this project)

31.14 Building Section(s) (Not applicable for this project)

31.15 Stair Section, Enlarged Stair Plan and Details (Not applicable for this project)

31.16 Reflective Ceiling Plan(s) (Not applicable for this project)

31.17 Room Finish Schedule or Finish Plan (Not applicable for this project)

31.18 Door and Window Finish Schedule (Not applicable for this project)

31.19 Door Jamb Detail(s) and Window Details (Not applicable for this project)

31.20 Exterior Wall Section(s) (Not applicable for this project)

31.21 Interior Wall Section(s) (Not applicable for this project)

31.22 Overhead Door Detail(s) (Not applicable for this project)

31.23 Curtain Wall Detail(s) (Not applicable for this project)

31.24 Fascia, Soffit and Parapet Details (Not applicable for this project)

31.25 Signage Detail(s) (Not applicable for this project)

31.26 Miscellaneous Detail(s) (Not applicable for this project)

31.27 Repetitive Sheets (Not applicable for this project)

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31.28 Design Narrative Reports (Not applicable for this project)

31.29 Permitting (Not applicable for this project)

31.30 Other Pertinent Project Documentation (Not applicable for this project)

31.31 Cost Estimate (Not applicable for this project)

31.32 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

31.33 Field Reviews (Not applicable for this project)

31.34 Technical Meetings (Not applicable for this project)

31.35 Quality Assurance/Quality Control (Not applicable for this project)

31.36 Meeting with Independent Peer Review (Not applicable for this project)

31.37 Supervision (Not applicable for this project)

Structural Plans and tasks 31.38 – 31.67 are not applicable for this project.

31.38 General Notes, Abbreviations, Symbols, and Legend (Not applicable for this project)

31.39 Foundation Plan(s) (Small Scale) (Not applicable for this project)

31.40 Foundation Plan(s) (Large Scale) (Not applicable for this project)

31.41 Slab Plan(s) (Small Scale) (Not applicable for this project)

31.42 Slab Plan(s) (Large Scale) (Not applicable for this project)

31.43 Slab Placement Plan(s) (Not applicable for this project)

31.44 Slab Placement Detail(s) (Not applicable for this project)

31.45 Foundation Section(s) (Not applicable for this project)

31.46 Foundation Detail(s) (Not applicable for this project)

31.47 Slab Section(s) (Not applicable for this project)

31.48 Slab Detail(s) (Not applicable for this project)

31.49 Roof Framing Plan(s) (Small Scale) (Not applicable for this project)

31.50 Roof Framing Plan(s) (Large Scale) (Not applicable for this project)

31.51 Roof Loading Plan(s) and Detail(s) (Not applicable for this project) A-111

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31.52 Roof Section(s) (Not applicable for this project)

31.53 Roof Detail(s) (Not applicable for this project)

31.54 Bearing Wall Section(s) (Not applicable for this project)

31.55 Bearing Wall Detail(s) (Not applicable for this project)

31.56 Column Section(s) (Not applicable for this project)

31.57 Column Detail(s) (Not applicable for this project)

31.58 Miscellaneous Sections (Not applicable for this project)

31.59 Repetitive Sheets (Not applicable for this project)

31.60 Other Pertinent Project Documentation (Not applicable for this project)

31.61 Cost Estimate (Not applicable for this project)

31.62 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

31.63 Field Reviews (Not applicable for this project)

31.64 Technical Meetings (Not applicable for this project)

31.65 Quality Assurance/Quality Control (Not applicable for this project)

31.66 Independent Peer Review (Not applicable for this project)

31.67 Supervision (Not applicable for this project)

Mechanical Plans and tasks 31.68 – 31.86 are not applicable for this project.

31.68 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project)

31.69 Plan(s) (Small Scale) (Not applicable for this project)

31.70 Plan(s) (Large Scale) (Not applicable for this project)

31.71 Detail(s) (Not applicable for this project)

31.72 Section(s) (Not applicable for this project)

31.73 Piping Schematic(s) (Not applicable for this project)

31.74 Control Plan(s) (Not applicable for this project)

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31.75 Schedule(s) (Not applicable for this project)

31.76 HVAC Calculations (Not applicable for this project)

31.77 Life Cycle Cost Analysis (Not applicable for this project)

31.78 Repetitive Sheets (Not applicable for this project)

31.79 Other Pertinent Project Documentation (Not applicable for this project)

31.80 Cost Estimate (Not applicable for this project)

31.81 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

31.82 Field Reviews (Not applicable for this project)

31.83 Technical Meetings (Not applicable for this project)

31.84 Quality Assurance/Quality Control (Not applicable for this project)

31.85 Independent Peer Review (Not applicable for this project)

31.86 Supervision (Not applicable for this project)

Plumbing Plans and tasks 31.87 – 31.101 are not applicable for this project.

31.87 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project)

31.88 Plan(s) (Small Scale) (Not applicable for this project)

31.89 Plan(s) (Large Scale) (Not applicable for this project)

31.90 Isometric(s) (Large Scale) (Not applicable for this project)

31.91 Riser Diagram(s) (Not applicable for this project)

31.92 Detail(s) (Not applicable for this project)

31.93 Repetitive Sheets (Not applicable for this project)

31.94 Other Pertinent Project Documentation (Not applicable for this project)

31.95 Cost Estimate (Not applicable for this project)

31.96 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

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31.97 Field Reviews (Not applicable for this project)

31.98 Technical Meetings (Not applicable for this project)

31.99 Quality Assurance/Quality Control (Not applicable for this project)

31.100 Independent Peer Review (Not applicable for this project)

31.101 Supervision (Not applicable for this project)

Fire Protection Plans and tasks 31.102 – 31.114 are not applicable for this project.

31.102 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project)

31.103 Fire Protection Plan (Not applicable for this project)

31.104 Riser Diagram, Details, and Partial Plans (Not applicable for this project)

31.105 Hydraulic Calculation (Not applicable for this project)

31.106 Repetitive Sheets (Not applicable for this project)

31.107 Other Pertinent Project Documentation (Not applicable for this project)

31.108 Cost Estimate (Not applicable for this project)

31.109 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

31.110 Field Reviews (Not applicable for this project)

31.111 Technical Meetings (Not applicable for this project)

31.112 Quality Assurance/Quality Control (Not applicable for this project)

31.113 Independent Peer Review (Not applicable for this project)

31.114 Supervision (Not applicable for this project)

Electrical Plans 31.115 – 31.143 are not applicable for this project.

31.115 General Notes, Abbreviations, Symbols, Legend, and Code Issues (Not applicable for this project)

31.116 Electrical Site Plan (Not applicable for this project)

31.117 Lighting Plan(s) (Not applicable for this project)

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31.118 Lighting Fixtures Schedule(s) (Not applicable for this project)

31.119 Lighting Fixtures Detail(s) (Not applicable for this project)

31.120 Lightning Protection Plan(s) (Not applicable for this project)

31.121 Lightning Protection Details (Not applicable for this project)

31.122 Power Plan(s) (Not applicable for this project)

31.123 Power Distribution Riser Diagram(s) (Not applicable for this project)

31.124 Panel Board Schedule(s) (Not applicable for this project)

31.125 Data Plan(s) (Not applicable for this project)

31.126 Data Detail(s) (Not applicable for this project)

31.127 Communication Plan(s) (Not applicable for this project)

31.128 Communication Detail(s) (Not applicable for this project)

31.129 Security Alarm System Plan(s) (Not applicable for this project)

31.130 Miscellaneous Detail(s) (Not applicable for this project)

31.131 Repetitive Sheets (Not applicable for this project)

31.132 Energy Analysis (Not applicable for this project)

31.133 Other Pertinent Project Documentation (Not applicable for this project)

31.134 Cost Estimate (Not applicable for this project)

31.135 Technical Special Provisions and Modified Special Provisions Packages (Not applicable for this project)

31.136 Field Reviews (Not applicable for this project)

31.137 Technical Meetings (Not applicable for this project)

31.138 Quality Assurance/Quality Control (Not applicable for this project)

31.139 Independent Peer Review (Not applicable for this project)

31.140 Supervision (Not applicable for this project)

31.141 LEED Certification (Not applicable for this project)

31.142 Coordination (Not applicable for this project) A-115

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31.143 Building Information Modeling (BIM) (Not applicable for this project)

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE and tasks 32.1 – 32.9 are not applicable for this project.

32.1 Noise Analysis (Not applicable for this project)

32.2 Noise Barrier Evaluation (Not applicable for this project)

32.3 Public Involvement (Not applicable for this project)

32.4 Outdoor Advertising Identification (Not applicable for this project)

32.5 Noise Study Report (NSR) Addendum (Not applicable for this project)

32.6 Technical Meetings (Not applicable for this project)

32.7 Quality Assurance/Quality Control (Not applicable for this project)

32.8 Supervision (Not applicable for this project)

32.9 Coordination (Not applicable for this project)

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS

The CONSULTANT shall analyze and document Intelligent Transportations System (ITS) Analysis Tasks in accordance with all applicable manuals, guidelines, standards, handbooks, procedures, existing ITS standard operating procedures, strategic plans, Florida’s SEMP guidelines, National and regional ITS architectures, Connected Vehicle Reference Implementation architecture (CVRIA) and current design memoranda.

ITS work includes the application of sensor, computer, electronics and communication technologies and management strategies, in an integrated manner, to improve the safety and efficiency of the surface transportation system. ITS includes, but is not limited to, Advanced Traffic Management Systems (ATMS), Advanced Traveler Information Systems (ATIS), Advanced Rural Transportation Systems (ARTS), Advanced Public Transportation Systems (APTS), Advanced Highway Systems (AHS), Commercial Vehicle Operation (CVO), Electronic Toll Collection (ETC) Systems, and Express Lane Systems (including applicable FDOT Express Lanes Handbook).

In instances where the CONSULTANT performs analysis or prepares the design packages for the deployment of ITS, the CONSULTANT will not be allowed to compete as a proposing firm, or participate as a subconsultant to a proposing firm during subsequent advertisements involving work performed under this contract.

33.1 ITS Analysis

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The CONSULTANT shall review the approved preliminary engineering report, typical section package, traffic technical memorandum and proposed geometric design alignment to identify impacts to existing ITS components (if applicable) and proposed ITS field device placements. The CONSULTANT shall review all related District ITS plans and documentation for the project corridor to ensure all cited ITS elements are included in this project, and develop a Concept of Operations (ConOps), Project Systems Engineering Management Plan (PSEMP), RTVM, and other documents as necessary for conformance with Federal Highway Administration (FHWA) requirements. The CONSULTANT shall use applicable DEPARTMENT requirements and guidelines, including, but not limited to, the FDM, Standard Plans, and Standard Specifications for Road and Bridge Construction in the design of ITS. The CONSULTANT design is expected to include the following attributes, facilities, infrastructure, ITS devices, systems, and associated work: CV technologies, fiber optic communication networks, wireless communication, TMC integration, ATSPM, OBUs, SCMS implementation, advance detectors, blank out signs, and coordination of software development.

Vehicle detection devices shall be spaced as required to meet the Project requirements (speed, volume, and occupancy detection), guidance from the ConOps. and as approved by the DEPARTMENT.

The CONSULTANT shall review the existing TMC Operations and develop additional incident management service requirements as necessary to support during the Construction Phase of the Project. The CONSULTANT shall coordinate with the District’s Traffic Operations ITS Office for additional information regarding existing Incident Management and TMC Operational Procedures (If desired by the District).

All ITS devices shall be compatible with the latest version of the National Transportation Communications for ITS Protocol (NTCIP) and be compatible with SunGuide software platform.

The CONSULTANT shall design the project such that all ITS field devices and ancillary components comply with FDOT’s Approved Product List (APL) and are supported within the SunGuide software or other software approved by the DEPARTMENT.

The CONSULTANT shall be responsible for the design of the grounding and lightning protection system based on FDOT criteria

Vehicle Detection Subsystem

The CONSULTANT shall select vehicle detection technology to meet the Project needs, ConOps requirements, and as approved by the DEPARTMENT.

The CONSULTANT shall be responsible for the design of a non-intrusive vehicle detection subsystem for the roadway facilities. The detectors shall be positioned near other ITS field device infrastructure including the fiber-optic splice vaults when feasible to reduce cost. Final detection station locations shall be based on a number of location variables identified during the design phase.

The vehicle detection subsystem shall collect and process volume, speed and occupancy data on a lane-by-lane basis for the corridor mainlines, in both directions of travel. The data will be used A-117

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Vehicle detectors must meet the Project requirements under all environmental and traffic conditions expected for the corridors. The detection system shall produce accurate volume, speed and occupancy data for all corridor traffic operation conditions. The CONSULTANT design must limit the likelihood of occlusions, other blocking of vehicles and adjacent lanes detection that degrade the detection system performance below specified accuracy. Design the system so that signs, walls, guardrails, and other physical elements do not degrade detection performance.

The system shall allow remote configuration, calibration, monitoring, and diagnostic of real-time traffic activities from a remote location, such as the TMC, using the FDOT SunGuide central software and software provided by the detection system vendor.

The CONSULTANT shall determine the exact location of the field devices to meet the desired coverage and functional requirements of vehicle detectors. The detector and associated cabinet locations shall be identified by the CONSULTANT. The CONSULTANT will coordinate and perform a detailed site survey with a factory trained and certified representative of the detection system manufacturer being proposed in their design. The site survey must confirm that the design does not exceed the operational capabilities of the proposed detection technology or device.

The CONSULTANT shall be responsible for the design of a vehicle detection system that allows travel times to be automatically calculated for roadway facilities. The travel time system may utilize a variety of vehicle detection systems, including loop, video, microwave, wireless magnetometer, and Automatic Vehicle Identification (AVI) systems. The system shall utilize the project communications backbone in order to collect and distribute travel time data to the TMCs.

The vehicle detection system utilized shall comply with the latest version of FDOT Standard Specifications for Road and Bridge Construction, Specification 660.

Dynamic Message Sign Subsystem (Not applicable for this project)

Roadway Weather Information Systems (RWIS) (Not applicable for this project)

The CONSULTANT shall develop and plan development of systems to implement CV technology, for freeway management systems and arterial management systems, and ATSPM and to deploy equipment as required along I-4 and connecting arterials (listed in Appendix A) in Hillsborough, Polk, Osceola, and Orange Counties. The CONSULTANT shall make a determination and provide recommendations for the implementation of these systems for approval by the DEPARTMENT. The CONSULTANT shall consider dissemination and gathering of information to and from On Board Units/smartphone applications. Communication shall be included for these systems via fiber optic cable and/or wireless communication to DEPARTMENT RTMCs and local agency TMCs to optimize RSU deployments. At a minimum, the below systems shall be considered for inclusion in the project, as approved by the DEPARTMENT. A-118

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Transportation Systems and Services

Proposed technologies and systems in this project will be deployed to test CV applications as listed below. The CV applications are derived from the United States Department of Transportation (USDOT) Architecture Reference for Cooperative and Intelligent Transportation (ARC-IT) architecture service packages.

Connected Vehicles for Freeway Management Systems

Freeway operation CV applications, listed below, will be built upon the foundation of existing ITS infrastructure, such as fiber optic communications, cameras, detectors, and road weather information systems for visibility. The DEPARTMENT has deployed ITS infrastructure along I-4 within this project resulting in continuous fiber optic network coverage. The RSUs will be co-located with the existing cameras or detectors.

Roadside units (RSUs): Install RSU every mile on the project segments using existing freeway management system infrastructure, truck parking availability system (TPAS), and fog/rain visibility sensors.

Traffic incident management system (TM08): Broadcasts Traffic Incident Management (TIM) for incident detection, maintenance and construction management, and emergency management centers. TIM messages will be created in the respective RTMC. SunGuide® software is already being updated to configure messages to the latest Society of Automotive Engineers (SAE) J2735 standard.

Dynamic roadway warning (TM12): Broadcasts information on back of queue, roadway hazard, road weather conditions, road surface conditions, and obstacles or animals on the road.

Speed warning and enforcement (TM17): Broadcast vehicle speed information to warn drivers on excessive speed based on roadway condition ahead. Traffic Operations will be able to notify an enforcement agency or request enforcement agency respond.

Dynamic route guidance (TI03): Broadcasts information on advanced route planning and guidance that is responsive to current traffic conditions.

Queue warning (VS08): Broadcast back of queue warnings to minimize or prevent rear- end or other secondary collisions. VS08 also supports work zone management systems.

Road weather motorist alert and warning (VS07): Broadcasts information to warn drivers of weather-related issues.

Reduced speed zone warning/lane-closure (VS09): Broadcasts information on reduced speed zones to include, but not be limited to construction/work zones and road weather.

In-vehicle signage (TI07): Augments regulatory, warning, and informational signs and signals by providing information directly to drivers through in-vehicle devices. Types of signing include: static sign information e.g., stop, curve warning, guide signs, service signs, and directional signs and dynamic information e.g., current signal states including highway intersection and highway- A-119

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Arterial Management Systems and Connected Vehicles

All arterial operation ITS and CV applications listed below will be built upon existing ITS/ATMS infrastructure such as fiber optic communications, cameras, detectors, and traffic signal information.

CV-ready traffic signal controllers: Key elements include upgrading traffic signal controllers to CV-ready and high-definition data capable controllers.

Communication continuity: Where fiber does not exist, communications to interconnect signals to fill communications gaps will be added. Approximately 20% of the arterial corridor signals in the project area are not interconnected or monitored. This project will add cellular communications to these traffic signals that are predominantly on the rural arterials between Tampa and Orlando. In addition, point-to-point wireless communications will be added along these segments as a cost-effective solution to optimize cellular communication deployment.

Blank-out signs: Blank-out signs at key decision points will be deployed for dynamic detour operation to ensure motorist follow the preferred planned diversion route.

Arterial RSU: RSUs are expected to be installed on nearly all traffic signals within detour routes and may utilize the following CV applications:

• Connected vehicle traffic signal system (TM04): Use CV data to adjust signal timing for an intersection or group of intersections to improve traffic flow, including allowing platoon flow through the intersection. • Transit signal priority (PT09): Use CV data to improve operating performance of the transit vehicles by reducing the time spent stopped at a red light. Use transit vehicle- to- infrastructure communications to allow a transit vehicle to request priority at one or a series of intersections. • Emergency vehicle preemption (PS03): Use CV to improve operating performance of the emergency vehicles by facilitating movement of public safety vehicles through the intersection by clearing queues and holding conflicting phases. PS03 uses emergency vehicle-to-infrastructure communications to allow an emergency vehicle to request priority at one or a series of intersections. • Intersection safety warning and collision avoidance (VS13): The vehicle uses its speed and acceleration profile, along with the signal timing and geometry information to determine if it appears likely that the vehicle will be able to pass safely through the intersection without violating the signal or colliding with other vehicles. • In-vehicle signage (TI07): Augments regulatory, warning, and informational signs and signals by providing information directly to drivers through in-vehicle devices. Static sign information e.g., stop, curve warning, guide signs, service signs, and directional signs. Dynamic information e.g., current signal states including highway intersection and highway-rail intersection status. • Pedestrian and cyclist safety (VS12): Sensing and warning systems used to interact with pedestrians, cyclists, and other non-motorized users. Integrates traffic, pedestrian, and cyclist information from roadside or intersection detectors and new forms of data from wirelessly connected, non-motorized traveler-carried mobile devices to request right-

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of-way or to inform non-motorized travelers when to cross and how to remain aligned with the crosswalk or pathway based on real-time SPaT and MAP information. • Freight signal priority (CVO06): Use CV data to reduce stops and delays for increased travel time reliability for freight traffic, and for enhancing safety at intersections. Uses freight vehicle-to-infrastructure communications to allow a freight vehicle to request priority at one or a series of intersections. This system will focus on freight movement to/from Port Tampa Bay to regional freight distribution centers in the Lakeland area.

ATSPM

ATSPM will be deployed along specific corridors to provide feedback for informed decisions regarding traffic operations. The main benefits of this technology is providing corridor specific data to the system operator and thus providing the ability to make an informed decision regarding improved operations through dynamic distribution of green light time to all traffic movements, improved travel time reliability, reduced congestion, and optimized traffic signal timing. The corridors selected for ATSPM deployment are within Tampa, Lakeland, and west of Orlando regions to support improved traffic progression for detoured traffic from I-4. The corridors are listed in Appendix A. The CONSULTANT shall review these corridors for their appropriateness, prioritize based on benefits and costs, and make a recommendation for the DEPARTMENT’s approval.

OBUs

The CONSULTANT shall incorporate cars, transit buses, and emergency vehicles that are equipped with OBUs for testing. Vehicle-based processing, storage, and communications functions will support CV operations. The automobile industry has announced introduction of OBU/DSRC into new cars beginning as early as model year 2020. This corresponds to the time frame that the I-4 FRAME will be operational (2021-2022, and following). Due to the high traffic volumes in the I-4 corridor and the large number of tourists using the corridor, the CONSULTANT shall be prepared to coordinate with the large rental car industry in Orlando and Tampa for the addition of OBU to new rental cars beginning in 2020.

The CONSULTANT must be prepared to support the DEPARTMENT’s partnership with the Florida Trucking Association (FTA) to support OBU deployment on freight vehicles. The FTA partnership, along with partnerships with freight businesses such as UPS and FedEx and rental car fleets, will be established to discuss benefits of Freight Signal Priority (FSP), Connected Vehicle Traffic Signal System (CVTSS), and how OBUs can help with real-time traffic information and dynamic route choices.

Security Credential Management System (SCMS)

The CONSULTANT is to include provision of SCMS to all RSU locations enabling two-way communications between road infrastructure and vehicles. Where applicable, coordination must also take place with Florida universities, the Tampa/THEA CV pilot project, and I-75 FRAME projects from Gainesville to Ocala to ensure compatibility with and to build upon other SCMS efforts in Florida.

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Advance Detectors for Railroad and Mid-Block Crossings

The CONSULTANT needs to explore an innovative solution to provide early railroad crossing notification to the detoured traffic to avoid delays. The project will deploy advance rail presence detectors on DEPARTMENT right-of-way for the 25 railroad crossings in this project corridor. As soon as rail traffic is detected, the system will warn motorists of the impending rail approach via the RTMC. Advance vehicle detectors are also proposed at the 19 mid-block crossings in the project area. The purpose is to notify pedestrian crossing mid-block of the upcoming traffic for safe clearance.

Software Development Integration

The CONSULTANT shall develop technical specifications, requirements, and plans to support the CONSULTANT, recommended incorporation into the successful development of the I-4 FRAME project, as approved by the DEPARTMENT:

• Application program interface (API): This project will leverage multiple APIs developed/used in other Florida CAV projects such as multi-modal integrated corridor management (MMICM), pedestrian/bicyclist safety smart phone application, decision support system (DSS) modules for engaging and disengaging ICM, railroad crossing notification, and mid-block crossing warning. • Traffic management systems: Speed, queue length, lane closures, and end of queue warning systems. • Crash and congestion prediction systems: Advancements in machine learning technologies will enable FDOT to develop crash and congestion prediction systems using the various data elements already available from FDOT crash and traffic data systems. • Integrated corridor by-pass and decision support system: Will enable FDOT and local agencies to use the traffic management and prediction systems to make the I-4 FRAME network operate as a regional corridor rather than a collection of isolated routes. • SunGuide® modules: This project will leverage existing SunGuide® solutions and disseminate information via RSUs. In addition, new APIs such as speed harmonization, queue warning, and road weather alert and warning will be utilized. Adequate storage capacity for the integration of devices with the SunGuide® solution is also essential and must be included.

33.2 Communications Plan

The CONSULTANT shall be responsible for the development of a communications plan to determine the optimal communications medium for the project corridor. The plan shall be developed prior to submittal of Phase I plans. The plan shall identify communications media alternatives and provide a cost estimate that includes initial, operations and maintenance cost for the life cycle of the communications network. The plan shall ensure that video, voice, and data will be communicated in real-time between center-to-field and center-to-center (C2C) nodes as applicable. The communications system design must utilize non-proprietary, open-architecture, standards-based, robust, scalable, and proven technology. The communication plan analysis shall address communication and connections between field devices, communications and connections between field devices and the TMC, center-to-center communications between TMCs, and any other communication links or connections required to meet project goals. The plan must include

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bandwidth analysis and recommendations, needs assessment, and provide recommendations regarding minimum requirements, media, network devices, protocols, network topology, communication redundancy, future needs, spare capacity, and any communications or data sharing with other agencies.

After approval of the plan, the CONSULTANT shall submit a revised plan including a detailed design analysis for each submittal. The CONSULTANT’s communications design shall include multiple redundant paths for each location, which allows for automatic switching of communications path onto a secondary path, if the primary path is impacted (if desired by the District).

The communications system components shall be in accordance with Section 783 of the latest FDOT Standard Specifications for Road and Bridge Construction (online edition).

33.3 Grounding and Lightning Protection Analysis

The CONSULTANT shall be responsible for a complete and reliable lightning protection system design for each structure and pole and the devices attached thereto, as well as ITS field device cabinets and communications hubs if not addressed by the FDOT’s Design Standards for Design, Construction, Maintenance and Utility Operations on the State Highway System and the Interim Drawings. The ITS components of the project shall be protected from damage caused by lightning strikes, transient voltage surges, and induced current.

The CONSULTANT shall include surge protection devices for all cables and conductors (power, video, and data). All Project ITS subsystems, devices and ancillary components with electrical interconnects shall be protected from voltage surges caused by lightning, transient voltage surges, and external electromagnetic fields at the time of installation of each device.

The lightning protection system shall be designed in accordance with the latest version of the FDOT Standard Specifications for Road and Bridge Construction, Supplemental Specification 785. The CONSULTANT shall design all grounding, lightning protection, and surge protection in accordance with Underwriters Lab (UL) 96A specifications.

33.4 Power Subsystem

The CONSULTANT shall be responsible for an electrical design in accordance with all NEC requirements. No solar power should be utilized as a power solution for the Project unless otherwise approved by the DEPARTMENT. To enhance power reliability, the CONSULTANT shall design a power distribution and backup system consisting of, at a minimum, underground power conduits and conductors, transformers, generators, automatic transfer switches, UPS, and all associated equipment. The power backup system shall supply electrical power in event of commercial power supply failure for all system components. Power equipment shall be installed in areas to avoid wet locations. All connections and equipment shall be protected from moisture and water intrusion. The CONSULTANT shall ensure that vandal resistant mechanisms for all electrical infrastructure shall be included as part of the Design.

The CONSULTANT shall submit the power system design and voltage drop calculations for the power distribution system as part of phase II, III, and IV design submittals. The CONSULTANT A-123

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shall conduct a short circuit and protection coordination study for the designed power system and document the study as part of the power system design report.

33.5 Voltage Drop Calculations

The electrical design shall address allowable voltage drops per the NEC. The CONSULTANT shall submit voltage drop calculations for any electrical circuit providing power to the ITS field devices beyond the electric utility service point. The calculations shall document the length of each circuit, its load, the size conductor or conductors used and their ohm resistance values and the required voltages from the service point to the respective ITS devices to maintain voltage drops with allowable limits. The voltage drop incurred on each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to calculate the voltage drop values for each circuit should be presented in such a manner as to be duplicated by the District. Load analysis calculations shall be submitted. All voltage drop calculations shall allow for future expansion of ITS infrastructure, if identified in the Project ConOps.

33.6 Design Documentation

The CONSULTANT shall submit a Design Documentation Book with each plan submittal under separate cover and not part of the roadway documentation book. At a minimum, the design documentation book shall include:

o Computation books for all applicable items on plans. o Phase submittal checklist. o Three-way quantity check list o Structural calculations for all structures o Voltage drop calculations. o Load analysis calculations. •

33.7 Existing ITS

The CONSULTANT shall research any required legacy system or system components that may be impacted by new work, such as: existing communications; existing types, numbers, locations, models, manufacturers, and age of ITS devices; as-built plans; existing operating software; existing center-to-field devices; and C2C communications and capabilities.

33.8 Queue Analysis

The CONSULTANT shall perform a queue analysis at high volume interchanges and high frequency conflict / crash locations using project forecasted traffic volumes. This analysis shall be used to determine optimal placement for Dynamic roadway warning (TM12) and queue warning (VS08) detection devices. This analysis shall be performed prior to submittal of the Phase I plans. The Consultant shall perform other traffic engineering analyses as necessary to ensure that the locations are selected based on optimum notification to the TMCs.

33.9 Reference and Master ITS Design File

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The CONSULTANT shall prepare the ITS design file to include all necessary design elements and the reference files for topo, R/W roadway, utilities files, etc. This effort includes the design and layout of proposed ITS devices, including but not limited to: Detection poles, detection devices, advanced traffic controllers, conduit, cabinet-related pull boxes, service points, fiber optic sizing, and communications hubs. All existing ITS infrastructure shall be referenced to the new ITS plan sheets (if applicable).

33.10 Reference and Master Communications Design File

The CONSULTANT shall prepare the communication design file to include all necessary design elements and all associated reference files as well as reference files of topo, R/W, roadway, utilities files, existing ITS communications infrastructure, etc. This effort includes design and layout of proposed communications conduit, cabinet, pull boxes, splice boxes, standard route markers, communications plan overview, fiber optic splicing, connections, communications hubs, etc.

33.11 Pole Elevation Analysis

The CONSULTANT shall evaluate pole elevation requirements and design pole heights to meet the Project requirements including field of view; elimination of occlusion; site access for maintenance vehicles and personnel; access to pole mounted equipment, for ITS devices, such as traffic detectors, and cabinets; and probability of lightning strike.

33.12 Sign Panel Design Analysis (Not applicable for this project)

33.13 Quantities

The CONSULTANT shall include all work required to determine the quantities for all items, including ITS structures and devices, interconnect, and infrastructure (such as conduits, pull boxes, splice boxes, fusion splices, splice enclosures, etc.). This work effort shall include generating accurate quantities for computing the engineer’s estimate as required by the District. Use digital submittal of plans as required by the DEPARTMENT.

33.14 Cost Estimate

The CONSULTANT shall prepare an engineer’s cost estimate for the project using historical data from the FDOT or from other Industry sources. The CONSULTANT shall also load the pay items and quantities into AASHTOWare Project Preconstruction for generating the Summary of Pay Items and the FDOT’s in-house estimates.

33.15 Technical Special Provisions and Modified Special Provisions

The CONSULTANT shall develop Technical Special Provisions (TSP) and Modified Special Provisions (MSP) for the specific items or conditions of the project that are not addressed in the FDOT’S Standard Specifications, Supplemental Specifications and Special Provisions.

The subtasks for producing the TSPs are enumerated in the table below:

TSPs/MSP/Dev Specification Development as required

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Parking availability system hardware

OBU (In-vehicle device capable of BSM/EVP/TSP message transmission, TIM & SPAT reception/display).

33.16 Other ITS Analyses

The CONSULTANT may provide other ITS analyses as desired by the DEPARTMENT and enumerated in the table below:

Application Integration: configuration, application testing.

Driver advisory/warning on OBU & OBU Emulator App - multiple modes and outputs

BSM collection and SunGuide® Integration - multiple apps sending BSMs to SunGuide®

TIM broadcasting and SunGuide® Integration - coordination with CO for TIM msg support from older TAM protocol

SPaT/MAP display on OBU & OBU Emulator App Server

Parking Availability - SunGuide® integration/specification/coordination/configuration

ATSPM Validation

The CONSULTANT shall coordinate the implementation of integration into the SunGuide® central software. The software connection and programming will be provided by the SunGuide® system vendor.

33.17 Field Reviews

The CONSULTANT shall conduct a field review for the required phase submittals. The review shall identify necessary data for all elements of the project including, but not limited to, the following:

• Existing ITS Field Devices as compared with the latest FDOT standards and District requirements • Device Make, Model, Capabilities, Condition / Age, Existence of SunGuide Software Driver • Condition of Structure(s), cabinets, and other above-ground infrastructure and devices • Type of Detection as Compared With Current District Standards • Underground Infrastructure • Proximity of other utilities • Traffic Operations A-126

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• Any other field reconnaissance as necessary to develop a complete ITS design package • 33.18 Technical Meetings

The CONSULTANT shall attend meetings as necessary support the project.

33.19 Quality Assurance / Quality Control

The CONSULTANT shall be responsible for the professional quality, technical accuracy and coordination of designs, drawings, specifications, and other services and work furnished by the CONSULTANT under this contract.

The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be utilized to verify, independently check, and review all design drawings, specifications, and other documentation prepared as a part of the contract. The CONSULTANT shall describe how the checking and review processes are to be documented to verify that the required procedures were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part of their normal operation or may be one specifically designed for this project. The CONSULTANT shall utilize the District’s quality control checklist. The responsible Professional Engineer that performed the Quality Control review shall sign a statement certifying that the review was conducted.

The CONSULTANT shall, without additional compensation, correct all errors or deficiencies in their works.

33.20 Supervision

The CONSULTANT shall provide all efforts required to supervise all technical design activities.

33.21 Coordination

The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting, Roadway Design, Utilities, municipalities, maintaining agencies and Traffic Operations to produce a final set of construction contract documents and to ensure that a high degree of accuracy for the design plans is achieved. The CONSULTANT shall coordinate as directed by the DEPARTMENT between Districts One, Five, Seven, and FTE.

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34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS

The CONSULTANT shall prepare design plans separated by District and provide necessary documentation for the contractor’s procurement and installation of the equipment and materials required for the integration of the Intelligent Transportation System devices, as well as the overall system integration.

The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual that includes the following:

34.1 Key Sheet

The CONSULTANT shall prepare the key sheet in accordance with the latest format depicted in the FDOT Design Manual.

MUTCD

Standard Specs

Standard Plans

34.2 Summary of Pay Items Including Designer Interface Quantity Input

The CONSULTANT shall include quantity input into Designer Interface and create the CADD generated sheet.

34.3 Tabulation of Quantities

The CONSULTANT shall place pay item numbers, descriptions, quantities and grand totals on the tabulation sheet(s) and provide updating of the tabulation of quantities sheets during the design period.

34.4 General Notes / Pay Item Notes

The CONSULTANT shall include all pertinent general notes and pay item notes as deemed fit and as established and applicable by each District.

34.5 Project Layout

The CONSULTANT shall prepare plan sheet(s) with an overview of the entire project that include stations and offsets, project limits, intersection locations, devices, device identification using with SunGuide nomenclature, and plan sheet coverage.

34.6 Typical and Special Details

The CONSULTANT shall prepare typical and / or special details for conditions in the project not addressed by the DEPARTMENT’s Standard Plans for Design, Construction, Maintenance, and Utility Operations on the State Highway System. The CONSULTANT shall prepare special details not addressed by FDOT Standard Plans, including block diagrams, hub cabinets, A-128

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wiring diagrams, solar power service, and special mounting details.

34.7 Plan Sheet

The CONSULTANT shall prepare the ITS plan sheets utilizing the Design file to include all necessary information related to the project design elements and all associated reference files. The plan sheets shall include general and pay item notes and pay items. The plans shall depict the location of pull boxes, splice boxes, conduit runs and device locations with setbacks from the travel way. Devices shall be located by station and offset.

34.8 ITS Communications Plans

The CONSULTANT shall prepare plans for the communications network. These plans shall consist of block diagrams, splicing diagrams, port assignments, wiring diagrams, and all other information necessary to convey the design concept to the contractor. These plans shall be included in the ITS plan set and be prepared in a manner consistent with immediately adjacent ITS project installations (planned or installed).

The communication system shall be an open-architecture, non-proprietary, real-time, multimedia communications network. The communication system design must be compatible and completely interoperable with the existing systems.

The CONSULTANT’s design shall include protecting and maintaining the existing ITS infrastructure. For locations where existing ITS infrastructure is impacted, the CONSULTANT’s design shall include mitigation to minimize the downtime of existing system as per the District’s requirements.

The CONSULTANT is responsible for the design of the communication infrastructure and its integration with the DEPARTMENT’s communication system. Additionally, the CONSULTANT shall determine the most cost effective, best performing, communication connectivity option. The communication system must allow command and control as well as data and video transmission between the field devices and the TMCs at The Tampa Bay SunGuide® (TBSG) Center located at the District Seven Headquarters, the RTMC located at the District Five Orlando Urban Office and the South West Interagency Facility for Transportation (SWIFT) Center located in Fort Myers, using the SunGuide® (SunGuide) Software. Conduit paths shall be selected to provide a continuous duct system on one side of the road unless otherwise requested by the FDOT. The various components of ITS deployment will be located on both sides of the freeway and therefore under pavement bore and lateral conduits will be necessary to access equipment locations.

34.9 Fiber Optic Splice Diagrams

The CONSULTANT shall produce fiber optic cable splicing diagrams to show the connectivity of the fiber optic cable from its termini at field devices to the TMC. The diagrams shall denote new and existing fiber routes, splices, and terminations involved in the work. The diagrams shall identify cables by size, tube color / number and stand colors / numbers. All cables shall be identified either by numbering system identified either by numbering system identified on the plans or by bounding devices. The diagrams shall denote the types of connectors in the patch panels.

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34.10 Lightning Protection Plans

The CONSULTANT shall include efforts to design a complete and reliable lightning protection design for each pole and associated devices, ITS device installation, as well as device cabinets and communications hubs, etc. if not already addressed in the FDOT’s Standard Plans for Design, Construction, Maintenance and Utility Operations on the State Highway System.

34.11 Cross Sections (Not applicable for this project)34.12 Guide Sign Work Sheet(s) (Not applicable for this project)

34.13 Special Service Point Details

The CONSULTANT shall design any special service point and electrical distribution system beyond the electric utility company’s service point. The plan shall depict with pay items, general and plan notes the locations of transformers, switches, disconnects, conduits, pull boxes and power conductors. The plans shall identify the location of underground and overhead service points with identifying pole and transformer numbers.

34.14 Strain Pole Schedule

The CONSULTANT shall incorporate the schedule detail chart for concrete or steel strain poles in the plan set.

34.15 Overhead / Cantilever Sign Structure (Not applicable for this project)

34.16 Other Overhead Sign Structures (Long Span, Monotube, etc.) (Not applicable for this project)34.17 Temporary Traffic Control Plans (TTCP)

The CONSULTANT shall prepare Temporary Traffic Control Plans (TTCP) to minimize impact to traffic during the construction of ITS field devices and associated communications infrastructure that will be deployed along the project corridor.

The TTCP shall strive to maintain and sustain center-to-field device connectivity and operability to the ITS field devices previously deployed along the project corridor. The TTCP effort shall consider and mitigate the impacts of the project’s various construction phases so as to sustain center-to-field devices connectivity and operability, maintaining operational quality as a minimum at the level provided prior to construction start and minimizing down time as much as possible. The CONSULTANT shall develop the TTCP.

The CONSULTANT shall review the existing TMC Operations and develop additional incident management service requirements as necessary to support during the Construction Phase of the Project. The CONSULTANT shall coordinate with District’s Traffic Operations ITS Office for additional information regarding existing Incident Management and TMC Operational Procedures.

34.18 Interim Standards

The CONSULTANT shall adhere to all Department’s Interim Standards for ITS applications.

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34.19 GIS Data and Asset Management Requirements

The CONSULTANT is responsible for providing Geographic Information System (GIS), spatial data, for the ITS components design. This information is required to integrate ITS components to the SunGuide software. A coordinate point compatible with the Florida State Plane System or FDOT’s current coordinate plane system shall be collected for all ITS components part of the Project design. All GIS information provided shall be compatible with the FDOT’s ITS FM asset management software.

The information shall be transferred to the as-built plans and submitted to the District in electronic format along with the as-built plans.

The Global Positioning System (GPS) unit shall be provided by the CONSULTANT and used to collect data with a minimum accuracy of three (3) meters when differentially corrected. The CONSULTANT shall collect spatial data points and physical address location for:

• Vehicle detection pole location • Ground mounted cabinets • Fiber optic cable path (fiber backbone) • Communications hubs • Standard route markers • Lateral fiber optic cable connections • Lateral power cable connections • Pull boxes (power and fiber) • Splice boxes • Power drops (service point and cable path) • The CONSULTANT shall develop necessary requirements and define what ITSFM data is required for the contractor to collect the data, including attribute forms and feature import forms. The CONSULTANT shall audit and validate the accuracy of the data upon collection and coordinate with the DEPARTMENT’s contractor for properly encoding ITSFM data.

34.20 Quality Assurance / Quality Control

The CONSULTANT shall utilize the District’s quality control checklist for traffic design drawings in addition to the QC effort described in section three.

34.21 Supervision

The CONSULTANT shall supervise all technical design activities.

35 GEOTECHNICAL

The CONSULTANT shall, for each project, be responsible for a complete geotechnical investigation. All work performed by the CONSULTANT shall be in accordance with DEPARTMENT standards, or as otherwise directed by the District Geotechnical Engineer. The District Geotechnical Engineer will make interpretations and changes regarding A-131

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geotechnical standards, policies and procedures and provide guidance to the CONSULTANT.

Before beginning each phase of investigation and after the Notice to Proceed is given, the CONSULTANT shall submit an investigation plan for approval and meet with the DEPARTMENT’s Geotechnical Engineer or representative to review the project scope and DEPARTMENT requirements. The investigation plan shall include, but not be limited to, the proposed boring locations and depths, and all existing geotechnical information from available sources to generally describe the surface and subsurface conditions of the project site. Additional meetings may be required to plan any additional field efforts, review plans, resolve plans/report comments, resolve responses to comments, and/or any other meetings necessary to facilitate the project.

The CONSULTANT shall notify the DEPARTMENT in adequate time to schedule a representative to attend all related meetings and field activities.

35.1 Document Collection and Review

CONSULTANT will review printed literature including topographic maps, county agricultural maps, aerial photography (including historic photos), ground water resources, geology bulletins, potentiometric maps, pile driving records, historic construction records and other geotechnical related resources. Prior to field reconnaissance, CONSULTANT shall review U.S.G.S., S.C.S. and potentiometric maps, and identify areas with problematic soil and groundwater conditions.

and tasks 35.2 – 35.26 are not applicable for the project.

35.2 Develop Detailed Boring Location Plan (Not applicable for this project)

35.3 Stake Borings/Utility Clearance (Not applicable for this project)

35.4 Muck Probing (Not applicable for this project)

35.5 Coordinate and Develop MOT Plans for Field Investigation (Not applicable for this project)

35.6 Drilling Access Permits (Not applicable for this project)

35.7 Property Clearances (Not applicable for this project)

35.8 Groundwater Monitoring (Not applicable for this project)

35.9 LBR / Resilient Modulus Sampling (Not applicable for this project)

35.10 Coordination of Field Work (Not applicable for this project)

35.11 Soil and Rock Classification – Roadway (Not applicable for this project)

35.12 Design LBR (Not applicable for this project) A-132

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35.13 Laboratory Data (Not applicable for this project)

35.14 Seasonal High Water Table (Not applicable for this project)

35.15 Parameters for Water Retention Areas (Not applicable for this project)

35.16 Delineate Limits of Unsuitable Material (Not applicable for this project)

35.17 Electronic Files for Cross-Sections (Not applicable for this project)

35.18 Embankment Settlement and Stability (Not applicable for this project)

35.19 Monitor Existing Structures (Not applicable for this project)

35.20 Stormwater Volume Recovery and/or Background Seepage Analysis (Not applicable for this project)

35.21 Geotechnical Recommendations (Not applicable for this project)

35.22 Pavement Condition Survey and Pavement Evaluation Report (Not applicable for this project)

35.23 Preliminary Roadway Report (Not applicable for this project)

35.24 Final Report (Not applicable for this project)

35.25 Auger Boring Drafting (Not applicable for this project)

35.26 SPT Boring Drafting (Not applicable for this project)

Structures

The CONSULTANT shall be responsible for coordination of all geotechnical related fieldwork activities. The CONSULTANT shall retain all samples until acceptance of Phase IV plans. Rock cores shall be retained as directed in writing by the District Geotechnical Engineer.

CONSULTANT shall perform specialized field-testing as required by needs of project and as directed in writing by the District Geotechnical Engineer.

All laboratory testing and classification will be performed in accordance with applicable DEPARTMENT standards, ASTM Standards or AASHTO Standards, unless otherwise specified in the Contract Documents.

The staff hour tasks for high embankment fills and structural foundations for bridges, box culverts, walls, high-mast lighting, overhead signs, mast arm signals, strain poles, buildings, and other structures include the following:

35.27 Develop Detailed Boring Location Plan

Develop a detailed boring location plan. Meet with DEPARTMENT Geotechnical Project A-133

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Manager for boring plan approval. If the drilling program expects to encounter artesian conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to the DEPARTMENT for approval prior to commencing with the boring program.

35.28 Stake Borings/Utility Clearance

Stake borings and obtain utility clearance.

35.29 Coordinate and Develop TTCP for Field Investigation

Coordinate and develop TTCP plan. All work zone traffic control will be performed in accordance with the DEPARTMENT’s Standard Plans Index 102 series.

35.30 Drilling Access Permits

Obtain all State, County, City, and Water Management District permits for performing geotechnical borings, as needed.

35.31 Property Clearances

Notify property tenants in person of drilling and field activities, if applicable. Written notification to property owners/tenants is the responsibility of the DEPARTMENT’s Project Manager.

35.32 Collection of Corrosion Samples (Not applicable for this project)

35.33 Coordination of Field Work

Coordinate all field work required to provide geotechnical data for the project.

35.34 Soil and Rock Classification - Structures

Soil profiles recorded in the field should be refined based on the results of laboratory testing.

35.35 Tabulation of Laboratory Data

Laboratory test results should be tabulated for inclusion in the geotechnical report and for the necessary calculations and analyses.

35.36 Estimate Design Groundwater Level for Structures (Not applicable for this project)

35.37 Selection of Foundation Alternatives (BDR)

Evaluation and selection of foundation alternative, including the following:

• GRS-IBS • Spread footings • Prestressed concrete piling - various sizes • Steel H- piles • Steel pipe piles A-134

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• Drilled shafts • Foundation analyses shall be performed using approved DEPARTMENT methods. Assist in selection of the most economical, feasible foundation alternative.

35.38 Detailed Analysis of Selected Foundation Alternate(s)

Detailed analysis and basis for the selected foundation alternative. Foundation analyses shall be performed using approved DEPARTMENT methods and shall include:

• GRS-IBS (including the parameters identified in the Instructions for Developmental Design Standard D6025 to be provided by the Geotechnical Engineer) • Spread footings (including soil bearing capacity, minimum footing width, and minimum embedment depth). • For pile and drilled shaft foundations, provide graphs of ultimate axial soil resistance versus tip elevations. Calculate scour resistance and/or downdrag (negative skin friction), if applicable. • CONSULTANT shall assist the Engineer of Record in preparing the Pile Data Table (including test pile lengths, scour resistance, downdrag, minimum tip elevation, etc.) • Provide the design soil profile(s), which include the soil model/type of each layer and all soil-engineering properties required for the Engineer of Record to run the FBPier computer program. Review lateral analysis of selected foundation for geotechnical compatibility. • Estimated maximum driving resistance anticipated for pile foundations. • Provide settlement analysis.

35.39 Bridge Construction and Testing Recommendations (Not applicable for this project)

35.40 Lateral Load Analysis (Optional) (Not applicable for this project)

35.41 Walls (Not applicable for this project)35.42 Sheet Pile Wall Analysis (Optional) (Not applicable for this project)

35.43 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and Geotechnical Recommendations

Provide the design soil profile(s) that include the soil model/type of each layer and all soil properties required by the Engineer of Record for foundation design. Review design for geotechnical compatibility and constructability.

35.44 Box Culvert Analysis (Not applicable for this project)35.45 Preliminary Report - BDR (Not applicable for this project)

35.46 Final Report - Bridge and Associated Walls (Not applicable for this project)

35.47 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights

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The final reports shall include the following:

• Copies of U.S.G.S. and S.C.S. maps with project limits shown. • Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data. • The results of all tasks discussed in all previous sections regarding data interpretation and analysis). • Recommendations for foundation installation, or other site preparation soils-related construction considerations with plan sheets as necessary. • Any special provisions required for construction that are not addressed in the DEPARTMENT’s Standard specification. • An Appendix which includes SPT and CPT boring/sounding profiles, data from any specialized field tests, engineering analysis, notes/sample calculations, sheets showing ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete FHWA check list, pile driving records (if available), and any other pertinent information.

Final reports will incorporate comments from the DEPARTMENT and contain any additional field or laboratory test results, recommended foundation alternatives along with design parameters and special provisions for the contract plans. These reports will be submitted to the District Geotechnical Engineer for review prior to project completion. After review by the District Geotechnical Engineer, the reports will be submitted to the District Geotechnical Engineer in final form and will include the following:

• All original plan sheets (11” x 17”) • One set of all plan and specification documents, in electronic format, according to DEPARTMENT requirements • Two sets of record prints • Six sets of any special provisions • All reference and support documentation used in preparation of contract plans package

Additional final reports (up to four), aside from stated above, may be needed and requested for the DEPARTMENT’s Project Manager and other disciplines.

The final reports, special provisions, as well as record prints, will be signed and sealed by a Professional Engineer licensed in the State of Florida.

Draft the detailed boring/sounding standard sheet, including environmental classification, results of laboratory testing, and specialized construction requirements, for inclusion in final plans.

35.48 SPT Boring Drafting

Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft borings, location map, S.C.S. map and U.S.D.A. map as directed by the A-136

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DEPARTMENT. Soil symbols must be consistent with those presented in the latest Florida Department of Transportation Soils and Foundations Handbook.

35.49 Other Geotechnical (Not applicable for this project)

35.50 Technical Special Provisions and Modified Special Provisions

35.51 Field Reviews

Identify and note surface soil and rock conditions, surface water conditions and locations, and preliminary utility conflicts. Observe and note nearby structures and foundation types.

35.52 Technical Meetings

Technical meetings as needed and directed by DEPARTMENT.

35.53 Quality Assurance/Quality Control

Quality Assurance/Quality Control as needed and directed by DEPARTMENT.

35.54 Supervision

Supervision as needed and directed by DEPARTMENT.

35.55 Coordination

Coordination as needed and directed by DEPARTMENT.

36 3D MODELING (Not applicable for this project)

36.1 Phase I 3D Design Model (30% Plans) (Not applicable for this project)

36.2 Phase II 3D Design Model (60% Plans) (Not applicable for this project)

36.3 Phase III 3D Design Model (90% Plans) (Not applicable for this project)

36.4 Final 3D Model Design (100% Plans) (Not applicable for this project)

36.5 Cross Section Design Files (Not applicable for this project)

36.6 Template and Assembly Development (Not applicable for this project)

36.7 Quality Assurance/Quality Control (Not applicable for this project)

36.8 Supervision (Not applicable for this project)

36.9 Coordination (Not applicable for this project)

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37 PROJECT REQUIREMENTS

37.1 Liaison Office

The DEPARTMENT and the CONSULTANT will designate a Liaison Office and a Project Manager who shall be the representative of their respective organizations for the Project. While it is expected the CONSULTANT shall seek and receive advice from various state, regional, and local agencies, the final direction on all matters of this project remain with the DEPARTMENT Project Manager.

37.2 Key Personnel

The CONSULTANT’s work shall be performed and directed by the key personnel identified in the proposal presentations by the CONSULTANT. Any changes in the indicated personnel shall be subject to review and approval by DEPARTMENT.

37.3 Progress Reporting

The CONSULTANT shall meet with the DEPARTMENT as required and shall provide a written monthly progress report with approved schedule, schedule status, and payout curve or by using the earned value method that describe the work performed on each task. The report will include assessing project risk through monthly documentation of identifying and updating the risk category and approach for monitoring those tasks. Invoices shall be submitted after the DEPARTMENT approves the monthly progress report and the payout curve or with earned value analysis. The Project Manager will make judgment on whether work of sufficient quality and quantity has been accomplished by comparing the reported percent complete against actual work accomplished.

37.4 Correspondence

Copies of all written correspondence between the CONSULTANT and any party pertaining specifically to this contract shall be provided to the DEPARTMENT for their records within one week of the receipt or mailing of said correspondence.

37.5 Professional Endorsement

The CONSULTANT shall have a Licensed Professional Engineer in the State of Florida sign and seal all reports, documents, Technical Special Provisions and Modified Special Provisions, and plans as required by DEPARTMENT standards.

37.6 Computer Automation

The project will be developed utilizing Computer Aided Drafting and Design (CADD) systems. The DEPARTMENT makes available software to help assure quality and conformance with policy and procedures regarding CADD. It is the responsibility of the CONSULTANT to meet the requirements in the DEPARTMENT’s CADD Manual. The CONSULTANT shall submit final documents and files as described therein.

37.7 Coordination with Other Consultants

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The CONSULTANT is to coordinate his work with any and all adjacent and integral consultants so as to effect complete and homogenous plans and specifications for the project(s) described herein.

37.8 Optional Services

At the DEPARTMENT’s option, the CONSULTANT may be requested to provide optional services. The fee for these services shall be negotiated in accordance with the terms detailed in Exhibit B, Method of Compensation, for a fair, competitive and reasonable cost, considering the scope and complexity of the project(s). Additional services may be authorized by Letter of Authorization or supplemental amendment in accordance with paragraph 2.00 of the Standard Consultant Agreement. The additional services may include Construction Assistance, Review of Shop Drawings, Final Bridge Load Rating, update (Category II) bridge plans electronically (CADD) for the Final "As-Built" conditions, based on documents provided by the DEPARTMENT (CADD Services Only) or other Services as required.

38 INVOICING LIMITS

Payment for the work accomplished shall be in accordance with Method of Compensation of this contract. Invoices shall be submitted to the DEPARTMENT, in a format prescribed by the DEPARTMENT. The DEPARTMENT Project Manager and the CONSULTANT shall monitor the cumulative invoiced billings to ensure the reasonableness of the billings compared to the project schedule and the work accomplished and accepted by the DEPARTMENT.

The CONSULTANT shall provide a list of key events and the associated total percentage of work considered to be complete at each event. This list shall be used to control invoicing. Payments will not be made that exceed the percentage of work for any event until those events have actually occurred and the results are acceptable to the DEPARTMENT.

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APPENDIX A. Inventory List

I4FRAME SOS Master Intersection List June 2019

Arterial Management Existing Capability/Availability Arterial Management Existing Capability/Availability rs rs le le tral tral trol n trol n n e n e co co al to C al to C n n n n ig io ig io s at s at c ic s c ic s ffi n ce ffi n ce a n a n tr io rol tr io rol y t Devi y t Devi mmu n n mmu n n mpt mpt ead Co -e Co tio ead Co -e Co tio tec on tec on CV-r ignal ignal i CV-r ignal ignal i De De ic S oad Preic S le mpt ic S oad Preic S le mpt r V ic r V ic SPM/ il -E SPM/ il -E raff raff raff raff AT T Ra T CCT DMS Veh Pre AT T Ra T CCT DMS Veh Pre North-South Corridors X Denotes Capability Exists East-West Corridors X Denotes Capability Exists Main Street Cross Street ATSPM Notes Main Street Cross Street ATSPM Notes Alexander St Alexander Crossing X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Ashley Dr XXX Alexander St Walden Woods Dr XX X X Using 900 Series TS2-1 Controller, Fiber, Video Detection, Pre-Emption Capable E Jackson St N Tampa St (BUS 41) XXX Regarding Pre-emption availability, not all cabinets are required to have the pre-empt panel unless it is necessary, however, most newer Alexander St Jim Johnson Rd XXX XX Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Franklin St XXX cabinets do have the terminals and wiring if a pre-empt panel is added at a later date. Park Rd Gordon Food Service Dr X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Florida Ave (US 41) XXX Park Rd Alsobrook St/Coronet Rd XX X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Marion St XXX Park Rd Baker St XXXX XXUsing 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Morgan St XXX Plant City Park Rd Cherry St X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St Pierce St XXX Tampa Alexander / Park Rd HILLSBOROUGH HILLSBOROUGH Park Rd I-4 Westbound On/Off Ramp XX XX Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable E Jackson St N Jefferson St XXX

SR 39 Holloway Rd/Colson Rd X X X Controller: Naztec TS2 Type I / Opticom PreEmp St Jackson E E Jackson St N Governor St XXX Ped Crossing Flasher and new signal

HIL. SR 39 Trapnell Rd XX X Controller: Naztec TS2 Type I/TS1 Controller, Wireless Comm, Loops E Jackson St N Meridian Ave XXXX X SR 39 Charlie Griffin Rd X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable N Meridian Ave SR 60 XXX X SR 39 Walmart/Lowes XX XX Using 900 Series TS2-1 Controller, Fiber, Video Detection, Pre-Emption Capable - City HILLSBOROUGH of N Meridian Ave E Twiggs St XXX X SR 39 SR 39 A-Alexander St X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Dale Mabry Hwy (US 92) XXXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave SR 39 A Donna Dr XX XX Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Himes Ave XXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 39 A Plant City High School XX X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Tampa Bay Park XXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 39 A Baptist Church Rd / Raider Pl XX XX Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Buccaneer Pl XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber SR 39 A Timberlane Dr X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Macdill Ave XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber SR 39 A Mendonsa Rd XX X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Habana Ave XXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 39 A Airport St/Grant St X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Armenia Ave XXX X Controller: ASC2 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video SR 39 / SR 39 A 39 SR / 39 SR SR 39 A Dr Martin Luther King Jr Blvd X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Boulevard XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video SR 39 A Reynolds St (SR 574) XX X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Highland Ave / Tampa St XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for SB approach only SR 39 A Thonotosassa Rd (US 92) X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Florida Ave XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for NB & WB approaches only

HILLSBOROUGH - Plant HILLSBOROUGH City SR 39 A Baker St (US 92) X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Central Ave XXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video SR 39 A I-4 Eastbound On/Off Ramp X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable SR 574 Marguerite St XXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video for SB and WB approaches only SR 39 A I-4 Westbound On/Off Ramp X Utilizes same controller as Eastbound SR 574 Talaferno Ave NOT INCLUDED IN CITY OF TAMPA INVENTORY US 301 Everhart Rd / Cresecent Park Dr XX X Controller: Naztec TS2 Type I / Comm.: ATMS SR 574 Nebraska Ave XXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video Gridsmart US 301 Falkenburg Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS SR 574 15th St XX Controller: ASC2 / Comm.: MTCS / Means of Comm.: Copper US 301 Causeway Blvd XXX NOT INCLUDED IN HILLSBOROUGH INVENTORY SR 574 22nd St XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video HILLSBOROUGH - City HILLSBOROUGH of Tampa US 301 SR 618 (Selmon Expressway) Eastbound On/Off Ramp XX X Controller: Naztec TS2 Type I / Comm.: ATMS SR 574 29th St XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video Gridsmart US 301 SR 618 (Selmon Expressway) Westbound On/Off Ramp XX X Controller: Naztec TS2 Type I / Comm.: ATMS (both intersections share 1 cabinet and controller) SR 574 34th St XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave US 301 Delaney Creek Blvd X X X X Controller: Naztec TS2 Type I / Opticom PreEmp SR 574 40th St (US 41) X X X Controller: Cobalt / Comm.: none / Means of Comm.: none / Detection: Microwave US 301 Palm River Rd XX X Controller: Naztec TS2 Type I / Comm.: ATMS SR 574 50th St XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Cell US 301 US US 301 SR 60 (Adamo Dr) X X X X Controller: Naztec TS2 Type I / Comm.: ATMS SR 574 I-4 Eastbound On/Off Ramp XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp/FLIR US 301 Sabal Industrial Blvd XX X Controller: Naztec TS2 Type II / Comm.: ATMS SR 574 I-4 Westbound On/Off Ramp XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp/FLIR HILLSBOROUGH US 301 Martin Luther King Jr Blvd X X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp SR 574 68th St / Corporex Park Entrance XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 301 Florida State Fairgrounds X X Controller: Naztec TS2 Type II SR 574 Orient Rd XX X X Controller: Naztec TS2 Type II / Comm.: ATMS / Opticom PreEmp US 301 I-4/US 92 Westbound Off Ramp X X X Controller: Naztec TS2 Type I 574 SR SR 574 Falkenburg Rd XXX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 41 SR 618 (Selmon Expressway) Eastbound On/Off Ramp X X X Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber SR 574 I-75 Southbound On/Off Ramp XX X X Controller: Naztec TS2 Type II / Comm.: ATMS / Opticom PreEmp US 41 SR 618 (Selmon Expressway) Westbound On/Off Ramp X X X Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber SR 574 I-75 Northbound On/Off Ramp XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 41 SR 60 (Adamo Dr) XXXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 574 Williams Rd XX X X Controller: Naztec TS2 Type II / Comm.: ATMS / Opticom PreEmp US 41 SR 574 / Broadway Ave X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Cell / Detection: Video SR 574 Lakewood Dr XXX X Controller: Naztec TS2 Type II / Comm.: ATMS US 41 E 14th Ave NOT INCLUDED IN CITY OF TAMPA INVENTORY SR 574 Hewitt St XX X X Controller: Naztec TS2 Type II / Comm.: ATMS / Opticom PreEmp US 41 I-4 Eastbound On/Off Ramp XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Cell SR 574 CR 579 (Mango Rd)/Lemon Ave XX X Controller: Naztec TS2 Type II / Comm.: ATMS US 41 I-4 Westbound On/Off Ramp XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Cell SR 574 Highview Rd XX X Controller: Naztec TS2 Type I / Comm.: ATMS US 41 US 41 Melburne Blvd/E 21st Ave XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: Cell SR 574 Pine St XX X Controller: Naztec TS2 Type I / Comm.: ATMS US 41 40th St X X XN SR 574 S Parsons Ave XX X Controller: Naztec TS2 Type I / Comm.: ATMS US 41 Lake Ave X X XN Regarding Pre-emption availability, not all cabinets are required to have the pre-empt panel unless it is necessary, however, most newer cabinets do have HILLSBOROUGH SR 574 Kingsway Rd XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom P.E. / RxR P.E. US 41 Chelsea St X X XN the terminals and wiring if a pre-empt panel is added at a later date. SR 574 Valrico Rd XX X Controller: Naztec TS2 Type II / RxR P.E.

HILLSBOROUGH - City HILLSBOROUGH of Tampa US 41 Osborne Ave X X XN SR 574 McIntosh Rd XX X Controller: Naztec TS2 Type I / Opticom PreEmp / RxR P.E. SR 572 SR 570 (Polk Pkwy) Eastbound On/Off Ramp X X X CCTV @ SR570 East of SR572 / 2070 Controller - 332 Cabinet wo / Loops SR 574 Gallagher Rd XX X X Controller: Naztec TS2 Type I / Opticom PreEmp / RxR P.E. SR 572 SR 570 (Polk Pkwy) Westbound On/Off Ramp X X X CCTV @ SR570 East of SR572 / 2070 Controller - 332 Cabinet wo / Loops SR 574 Moores Lake Rd/Dover Rd XX X Controller: Naztec TS2 Type II / RxR P.E. SR 572 Old Tampa Hwy X SR 574 Pettie Rd/Sydney Dover Rd XX X Controller: Naztec TS2 Type II / RxR P.E. POLK SR 572 SR SR 572 US 92 X X X CCTV @ NW Corner / 2070 Controller - 332 Cabinet wo / Loops SR 574 Forbes Rd XX X X Controller: Naztec TS2 Type I / Opticom PreEmp / RxR P.E. SR 37 SR 60 X X Video/Microwave/Loops SR 574 Turkey Creek Rd XX X Controller: Naztec TS2 Type II / RxR P.E. SR 37 NW 5th St X Reynolds St Wheeler St XXX X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable SR 37 Carter Rd XX Reynolds St Evers St XX X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable SR 37 Shepherd Rd/Shimmering Dr X X X X CCTV & Video Detection NE Corner Reynolds St Collins St XX X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable

SR 37 Christina Blvd XX HILLSB. - Plant City Reynolds St Palmer St XX X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable POLK SR 37 CR 540A/Ewell Rd XXX SR 60 (Kennedy Blvd) Kennedy Blvd XXXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 37 Brannen Rd XX X Sensors, pods? SR 60 (Kennedy Blvd) Gardenia Ave XXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 37 Schoolhouse Rd/Fitzgerald Rd XXX CCTV NW Corner SR 60 (Kennedy Blvd) Occident St XXX Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 37 (Florida Ave) Pipkin Rd/Lake Miriam Dr X X X X CCTV SE Corner / 2070 Controller - 333 Cabinet w / Loops / SB Preemp., Removed SR 60 (Kennedy Blvd) Westshore Blvd XXXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video SR 37 (Florida Ave) Lake Miriam Square X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Lois Ave XXXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video SR 37 (Florida Ave) Alamo Dr X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Dale Mabry Hwy (US 92) XXXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video SR 37 (Florida Ave) Highland Dr X X X CCTV SE Corner / 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Himes Ave XXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave SR 37 (Florida Ave) SR 570 (Polk Pkwy) Eastbound On/Off Ramp XX CCTV NE Corner SR 60 (Kennedy Blvd) Henderson Blvd XX X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave SR 37 (Florida Ave) SR 570 (Polk Pkwy) Westbound On/Off Ramp X X X CCTV NE Corner / Video SR 60 (Kennedy Blvd) Macdill Ave XXX X Controller: PEEK3000E / Comm.: MTCS / Means of Comm.: Copper / Detection: Video SR 37 (Florida Ave) Eastway Dr X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Armenia Ave XX Controller: ASC2S / Comm.: MTCS / Means of Comm.: Copper SR 37 (Florida Ave) Imperial Blvd X X X X CCTV NE Corner / 2070 Controller - 332 Cabinet wo / Video Iteris / NSB Preemp.-Tomar SR 60 (Kennedy Blvd) Howard Ave XXXX Controller: Cobalt / Comm.: MTCS / Means of Comm.: Copper SR 37 (Florida Ave) Hillsboro St X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Willow Ave XXXX Controller: ASC2S / Comm.: MTCS / Means of Comm.: Copper SR 37 (Florida Ave) Edgewood Dr X X X X CCTV NW Corner / 2070 Controller - 333 Cabinet wo / Video Traficon / SB Preemp.-GTT SR 60 (Kennedy Blvd) Boulevard XXX X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave SR 37 (Florida Ave) Pablo St X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) Brevard St XX X Controller: ASC2S / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for SB approach only SR 37 (Florida Ave) Oak Dr X X X 2070 Controller - 332 Cabinet wo / Loops / NSB Preemp.-Tomar SR 60 (Kennedy Blvd) Hyde Park Ave XX X Controller: PEEK3000E / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for SB & WB Only SR 37 (Florida Ave) Beacon Rd X X X X CCTV SW Corner / 2070 Controller - 333 Cabinet wo / Loops & Video Iteris / NSB & EWB Preemp.-3M SR 60 (Kennedy Blvd) N Ashley Dr XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU

SR 37 / US 98 US / 37 SR SR 37 (Florida Ave) Ariana St X X X CCTV NE Corner / 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) N Tampa St XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU SR 37 (Florida Ave) Belmar St X X 2070 Controller - 332 Cabinet wo / Video Detection for WB Traffic SR 60 (Kennedy Blvd) N Franklin St XXXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / CCTV installed very low on mast SR 37 (Florida Ave) Patterson St X X X 2070 Controller - 332 Cabinet wo / Loops / NB Preemp.-3M SR 60 (Kennedy Blvd) N Florida Ave XXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Video SR 37 (Florida Ave) Frank Lloyd Wright Way/Cresap St X X X 2070 Controller - 332 Cabinet wo / Loops / NB Preemp.-3M SR 60 (Kennedy Blvd) N Marion St XXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Video SR 37 (Florida Ave) Walnut St X X 2070 Controller - 332 Cabinet wo / Loops SR 60 (Kennedy Blvd) N Morgan St XXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU SR 37 (Florida Ave) Lime St X X X X CCTV NW Corner / 2070 Controller - 332 Cabinet wo / Sensor-Synses / NSB Preemp., Removed SR 60 (Kennedy Blvd) N Pierce St XXXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU HILLSBOROUGH - City HILLSBOROUGH of Tampa

POLK - City of Lakeland of City - POLK SR 37 (Florida Ave) Orange St X 2070 Controller - 336 Cabinet wo SR 60 (Kennedy Blvd) N Jefferson St XXXX Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU SR 37 (Florida Ave) Lemon St X 2070 Controller - 336 Cabinet wo SR 60 (Kennedy Blvd) N Nebraska Ave XXXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Video & Microwave SR 37 (Florida Ave) Main St XX X CCTV NW Corner / 2070 Controller - 332 Cabinet wo / SB RR, WB, NSB Preemp.-Tomar SR 60 (Channelside Dr) Channelside Dr XXXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Microwave SR 37 (Florida Ave) Pine St X X X 2070 Controller - 332 Cabinet wo / Microwave Wavetronix / NB RR, WB, EB, SB Preemp.-3M SR 60 (Channelside Dr) Twiggs St XXXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Microwave SR 37 (Florida Ave) Oak St/US 98 X X X X CCTV SW Coner / 2070 Controller - 332 Cabinet wo / Loops / NB, SB, EB, WB Preemp.-3M SR 60 (Adamo Dr) Adamo Dr XXXX X Controller: Cobalt / Comm.: CEN / Means of Comm.: RSU / Detection: Microwave SR 37 (Florida Ave) Parker St X X X 2070 Controller - 332 Cabinet wo / Loops / NSB Preemp.-3M SR 60 (Adamo Dr) 19th St XXX X Controller: Cobalt / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave SR 37 (Florida Ave) US 92 X X X X Cobalt Controller - 333 Cabinet w / Video for EB and NB Traffic & Loops / NB, SB, EB, NB Preemp.-Opticom SR 60 (Adamo Dr) N 21st St XXX Controller: Cobalt / Comm.: MTCS / Means of Comm.: Copper SR 37 (Florida Ave) 10th St/Parkview Pl X X X X CCTV NE Corner / 2070 Controller - 332 Cabinet wo / Video EB & WB Traffic & Loops / NSB Preemp.-3M SR 60 (Adamo Dr) N 22nd St XXX Controller: Cobalt / Comm.: MTCS / Means of Comm.: Copper SR 37 (Florida Ave) Bella Vista St X X X 2070 Controller - 332 Cabinet w / Loops & Sensor-Sensys / NSB, EWB Preemp.-3M SR 60 (Adamo Dr) N 34th St XXX X Controller: ASC3 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video SR 37 (Florida Ave) Griffin Rd X X X X CCTV SW Corner / Cobalt Controller - 332 Cabinet wo / Loops SR 60 (Adamo Dr) N 39th St XXX X Controller: ASC3 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video SR 37 (Florida Ave) Pyramid Pkwy X X 2070 Controller - 332 Cabinet wo / Video Detection EB Traffic-Iteris & Loops SR 60 (Adamo Dr) Orient Rd XX X Controller: Naztec TS2 Type I / Comm.: ATMS SR 60 SR US 98 I-4 On/Off Ramps X X X X 3 CCTV west side of US-98 / 2070 Controller - 332 Cabinet wo / Video-Iteris & Loops / NB, SB Preemp.-Tomar SR 60 (Adamo Dr) N 78th St XX X Controller: Naztec TS2 Type I / Comm.: ATMS US 98 SR 60 XX X Video and Microwave SR 60 (Adamo Dr) Brandon Crossing XXX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Manor Dr XX X Video and Microwave SR 60 (Adamo Dr) Falkenburg Rd XXX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Old Bartow/Eagle Lake Rd XX X Video and Microwave SR 60 (Adamo Dr) I-75 Southbound Off Ramp XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Ernest Smith Blvd XX SR 60 (Adamo Dr) I-75 Northbound Off Ramp XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Smith Ln XX SR 60 (Brandon Blvd) Grand Regency Blvd / Brandon Town Center XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 CR 540A/Boy Scout Ranch Rd X X X X X Video for EB & WB SR 60 (Brandon Blvd) Gornto Lake Rd XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp POLK

US 98 S 98 US US 98 Clubhouse Rd XX SR 60 (Brandon Blvd) Providence Rd XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Autumnwood Grove Blvd XX SR 60 (Brandon Blvd) Lakewood Dr XXX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 98 Winter Lake Rd XXX CCTV SW Corner SR 60 (Brandon Blvd) Hilltop Rd XX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp

US 98 SR 570 (Polk Pkwy) Eastbound On/Off Ramp XX OUGH SR 60 (Brandon Blvd) Brandon Mall XXX X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp R

Page 1 of 6 I4FRAME SOS Master Intersection List June 2019

Arterial Management Existing Capability/Availability Arterial Management Existing Capability/Availability rs rs le le tral tral trol n trol n n e n e co co al to C al to C n n n n ig io ig io s at s at c ic s c ic s ffi n ce ffi n ce a n a n tr io rol tr io rol y t Devi y t Devi mmu n n mmu n n mpt mpt ead Co -e Co tio ead Co -e Co tio tec on tec on CV-r ignal ignal i CV-r ignal ignal i De De ic S oad Preic S le mpt ic S oad Preic S le mpt r V ic r V ic SPM/ il -E SPM/ il -E raff raff raff raff AT T Ra T CCT DMS Veh Pre AT T Ra T CCT DMS Veh Pre North-South Corridors X Denotes Capability Exists East-West Corridors X Denotes Capability Exists Main Street Cross Street ATSPM Notes Main Street Cross Street ATSPM Notes US 98 SR 570 (Polk Pkwy) Westbound On/Off Ramp X X R SR 60 (Brandon Blvd) Kings Ave X X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 17 SR 60 X X X Video, Microwave? SR 60 (Brandon Blvd) Parsons Ave X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 17 Ernest Smith Blvd X X X X Microwave? SR 60 (Brandon Blvd) Pinewood Ave / Lithia Pinecrest Rd X X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp

US 17 91 Mine Rd X* Flasher (yellow ball only) Side street stops HILLSBO SR 60 (Brandon Blvd) Bryan Rd / Kingsway Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 17 Spirit Lake Rd X X X Microwave SR 60 (Brandon Blvd) Ridgewood Ave X X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom & FireStation PreEmp US 17 Bomber Rd X SR 60 (Brandon Blvd) Mount Carmel Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 17/4th St Eagle Ave X X SR 60 (Brandon Blvd) Valrico Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS US 17/5th St Eagle Ave X SR 60 (Brandon Blvd) Miller Rd X X X Controller: Naztec TS2 Type I / Comm.: ATMS US 17 Gilbert St X SR 60 St Cloud Ave X X X Controller: Naztec TS2 Type I / Comm.: ATMS US 17 SR 540/Cameron Rd X X SR 60 Mulrennan Rd X X X Controller: Naztec TS2 Type I / Comm.: ATMS US 17 Lake Shipp Dr/Snively Ave X X SR 60 Dover Rd X X X X Controller: Naztec TS2 Type I / FireStation PreEmp US 17 Ave R SW/Cypress Gardens Blvd X X X X CCTV SE Corner SR 60 Turkey Creek Rd X X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp US 17 Ave O SW X X SR 60 Hillsborough / Polk County Line Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS US 17 Ave K SW X X CCTV NW Corner SR 60 (Canal St) Prairie Miner Rd / Diesel Rd X US 17 Ave G SW X X X Video (GridSmart) SR 60 (Canal St) Dr Martin Luther King Jr Ave X US 17 5th St SW/Ave E SW X X SR 60 (Canal St) Kid Ellis Rd X US 17 POLK US 17 Ave C SW X X X X CCTV NW Corner / Video (GridSmart) SR 60 (Main St) Crown Ave / Agricola Rd X

US 17 Ave A SW X X X Video (GridSmart) POLK SR 60 (Main St) Baker Ave / W Main St X X US 17 Central Ave X X X CCTV NE Corner SR 60 (Van Fleet Dr) Wilson Ave X X X X US 17 Ave B NW X SR 60 (Van Fleet Dr) E Van Fleet Dr X X X X US 17 Ave D NW X X SR 546 I-4 Westbound On/Off Ramp Not signalized US 17 Ave I NW X X SR 546 Chestnut Rd X X 2070 Controller - 332 Cabinet wo / Video-Iteris US 17 Ave L NW X X US 92 Wabash Ave X X X X CCTV SE Corner / 2070 Controller - 332 Cabinet wo / Video-Iteris / WB, NB Preemp.-3M US 17 Ave M NW X X X X CCTV SE Corner / Video US 92 Brunnell Pkwy X X X 2070 Controller - 332 Cabinet wo / NB Traffic Video-Iteris & Loops / NB, EWB Preemp.-3M US 17 Mirror Ter X X US 92 Lincoln Ave X X 2070 Controller - 332 Cabinet wo / Loops US 17 Havendale Blvd/Ave T NW X X X CCTV SW Corner US 92 Martin Luther King Jr Ave X X X CCTV NW Corner / 2070 Controller - 332 Cabinet wo / Video for WB traffic-Iteris & Loops US 17 US 92 X X Sensor/Pods? US 92 Lakeland Hills Blvd / Massachusetts Ave X X X X CCTV SE Corner / 2070 Controller - 332 Cabiner wo / Video for WB traffic-Iteris / NSB, EWB Preemp.-3M Lake Shore Way (US 92) Haines Blvd X X Sensor/Pods? US 92 Lakeshore Dr X X X CCTV SE Corner / 2070 Controller - 332 Cabinet wo / Loops Lake Shore Way (US 92) E Pomelo St X Sensor/Pods? US 92 Ingraham Ave X X X CCTV NE Corner / 2070 Controller - 332 Cabinet wo / Video-Iteris Lake Shore Way (US 92) W Polemo St X X US 92 Lake Parker Ave X X X CCTV SE Corner (@Mast Arm) / 2070 Controller - 332 Cabinet wo / Loops Dale Mabry Hwy (US 92) Gray St X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video for EB & WB approaches only US 92 Gary Rd X X 2070 Controller - 332 Cabinet wo / Loops Dale Mabry Hwy (US 92) Cypress St X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video US 92 Lake Parker Dr / Canal Ave X X X X CCTV SE Corner Dale Mabry Hwy (US 92) I-275 Northbound On/Off Ramp X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video for off ramp US 92 Fairway Ave X X X Dale Mabry Hwy (US 92) I-275 Southbound On/Off Ramp X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video for off ramp US 92 Combee Rd (CR 33A) X X X X CCTV SW Corner US 92 Dale Mabry Hwy (US 92) Walmart X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video POLK US 92 Fish Hatchery Rd X X X

US 92 Dale Mabry Hwy (US 92) Spruce St X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave US 92 Reynolds Rd X X X CCTV NW Corner of Tampa of Dale Mabry Hwy (US 92) Winn-Dixie X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video US 92 Old Dixie Hwy X X Dale Mabry Hwy (US 92) Columbus Dr X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video & Microwave US 92 SR 570 (Polk Pkwy) Eastbound On/Off Ramp X

HILLSBOROUGH - City HILLSBOROUGH Dale Mabry Hwy (US 92) Tampa Bay Blvd X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Video US 92 SR 570 (Polk Pkwy) Westbound On/Off Ramp X Florida Ave Madison St X X X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: RSU / Detection: Video US 92 Market World X Florida Ave Twiggs St X X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: RSU / Detection: Video US 92 Berkley Rd / Neptune Rd X X Video Florida Ave Zack St X X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: RSU / Detection: Video US 92 Recker Hwy X Florida Ave Polk St XXXX X Controller: Cobalt / Comm.: CEN / Meand of Comm.: RSU / Detection: Video US 92 Main St (SR 559) X Florida Ave Cass St X X X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: Fiber / Detection: Video F US 92 Bennett St X Florida Ave Tyler St X X X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: Fiber / Detection: Video US 92 Havendale Blvd X Florida Ave Scott St X X X Controller: Cobalt / Comm.: CEN / Meand of Comm.: RSU / Detection: Video US 92 Dairy Rd / Charlotte Rd X Florida Ave Henderson Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video US 92 Lynchburg Rd X Florida Ave Florida Florida Ave Palm Ave X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper Hillsborough Ave Eisenhower Blvd S X X X Controller: Naztec TS2 Type I / Opticom PreEmp Florida Ave Columbus Dr X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for EB and WB approches only Hillsborough Ave Eisenhower Blvd N X X X (both intersections share 1 cabinet and controller) Florida Ave Floribraska Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for EB and WB approches only Hillsborough Ave Benjamin Rd X X Controller: Naztec TS2 Type II

Florida Ave Lake Ave X X X Controller: ASC2 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for EB and WB approches only HILLSB. Hillsborough Ave Hoover Blvd X X X Controller: Naztec TS2 Type II HILLSBOROUGH City ofHILLSBOROUGH Tampa Florida Ave Osborne Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Video for EB and WB approches only Hillsborough Ave Anderson Rd / Air Cargo Rd X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber SR 573 Interbay Blvd X X X Hillsborough Ave Hesperides St X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave a

p SR 573 Oklahoma Ave X X X Regarding Pre-emption availability, not all cabinets are required to have the pre-empt panel unless it is necessary, however, most newer cabinets do have Hillsborough Ave Lois Ave X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave SR 573 Ballast Point Blvd X X X the terminals and wiring if a pre-empt panel is added at a later date. Hillsborough Ave Dale Mabry Hwy (Southbound) X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave @ off ramp City of Tam SR 573 SR

HILLSB. SR 573 (US 92) Gandy Blvd X X X X Hillsborough Ave Dale Mabry Hwy (Northbound) X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave @ off ramp

Hillsborough Ave (US 92) Himes Ave X X X X X Controller: ASC3 / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave

POLK US 27 Commerce Ave X X X X Hillsborough Ave (US 92) Habana Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave US Hwy 27 Polo Park Blvd X Infrared Preemption Detector Hillsborough Ave (US 92) Armenia Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave US Hwy 27 Legacy Park Blvd X Infrared Preemption Detector Hillsborough Ave (US 92) Rome Ave X X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave US Hwy 27 Sand Mine Rd X Infrared Preemption Detector Hillsborough Ave (US 92) Lee Pl X X X Controller: Cobalt / Comm.: CEN / Means of Comm.: Copper US Hwy 27 Student Dr X Infrared Preemption Detector Hillsborough Ave (US 92) Highland Ave X X Controller: PEEK / Comm.: MTCS / Means of Comm.: Copper US Hwy 27 Mc Fee Dr X Infrared Preemption Detector Hillsborough Ave (US 92) Florida Ave X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper US Hwy 27 Tri County Rd X VDS - Wireless Magnetometer Hillsborough Ave (US 92) I-275 Southbound On/Off Ramp X X X Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber US Hwy 27 Deen Still Rd X X X X VDS - Wireless Magnetometer, Microwave, Camera-Dome, Infrared Preemption Detector Hillsborough Ave (US 92) Nebraska Ave (US 41) X X X X Controller: Cobalt / Comm.: CEN / Means of Comm.: Fiber / Detection: Microwave US Hwy 27 Dunson Rd X X X X Infrared Preemption Detector, VDS - Microwave, Camera - Dome Hillsborough Ave (US 92) 15th St X X X Controller: PEEK3000E / Comm.: MTCS / Means of Comm.: Copper / Detection: Microwave

US Hwy 27 I-4 WB On/Off Ramps X X X X VDS - Microwave, Wireless Magnetometer, Camera - Dome, Infrared Preemption Detector - City HILLSBOROUGH of Tampa Hillsborough Ave (US 92) 19th St X X X Controller: ASC3 / Comm.: none / Means of Comm.: none / Detection: Video US Hwy 27 I-4 EB On/Off Ramps X X X X VDS - Microwave, GPS - Garmin Hillsborough Ave (US 92) 22nd St X X X Controller: Cobalt / Comm.: MTCS / Means of Comm.: Copper US Hwy 27 Home Run Blvd. X X X Vehicle Detection System Camera, Microwave Hillsborough Ave (US 92) Meridian Pointe Apartments / East Gate X X X Controller: ASC3 / Comm.: none / Means of Comm.: none / Detection: Microwave POLK US Hwy 27 Heller Brothers Blvd/ Deer Creek Blvd X X X X VDS - Microwave, Camera - Dome Hillsborough Ave (US 92) 30th St X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper US HWY 27 HWY US US Hwy 27 Citrus Ridge Dr X X X X VDS - Microwave, GPS - Garmin Hillsborough Ave (US 92) 34th St X X Controller: PEEK3000 / Comm.: MTCS / Means of Comm.: Copper US Hwy 27 Holly Hill Grove Rd 2 XX XX Hillsborough Ave (US 92) 40th St (US 41) X X Controller: PEEK3000E / Comm.: MTCS / Means of Comm.: Copper

US Hwy 27 Ridgewood Lakes Blvd X X X X VDS - Camera - Dome, Vehicle Detection System Camera, Wireless Magnetometer 92) (US ough Ave Hillsborough Ave (US 92) 56th St X X X X Controller: Naztec TS2 Type II / Opticom PreEmp US Hwy 27 Massee Rd X X X X VDS - Microwave, Vehicle Detection System Camera, Infrared Preemption Detector Hillsborough Ave (US 92) Eastlake Center X X X Controller: Naztec TS2 Type I / Opticom PreEmp US Hwy 27 Davenport Blvd X X X X VDS - Microwave, Wireless Magnetometer Hillsborough Ave (US 92) Harney Rd X X Controller: Naztec TS2 Type I Hillsbor US Hwy 27 Bates Rd X X X X VDS - Wireless Magnetometer, GPS - Garmin Hillsborough Ave (US 92) Credit Union X X Controller: Naztec TS2 Type I US Hwy 27 Southern Dunes Blvd X X X VDS - Wireless Magnetometer, GPS - Garmin, Microwave, Vehicle Detection System Camera Hillsborough Ave (US 92) Orient Rd X X X Controller: Naztec TS2 Type I / Opticom PreEmp US Hwy 27 Main Street W X X X X VDS - Wireless Magnetometer, GPS - Garmin, Microwave Hillsborough Ave (US 92) Falkenburg Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp Hillsborough Ave (US 92) Williams Rd X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom PreEmp d Florida 429 Toll Road (NB Sinclair Road Not Signalized Hillsborough Ave (US 92) Mango Rd X 2070 Controller - 332 Cabinet wo / Loops / NSB Preemp.-3M Florida 429 Toll Road (NB Irlo Bronson Memorial Highway X X X Infrared Preemption Detector Hillsborough Ave (US 92) Peach Ave X X X X Controller: Naztec TS2 Type I / Comm.: ATMS / Opticom FireStation PreEmp Florida 429 Toll Road (SB OIrlo Bronson Memorial Highway X X X Infrared Preemption Detector Hillsborough Ave (US 92) Pine St X X X Controller: Naztec TS2 Type I / Comm.: ATMS Florida 429 Toll Road (NB Winter Garden Vineland Rd X X X Vehicle Detection System Camera Hillsborough Ave (US 92) Parsons Ave X X X Controller: Naztec TS2 Type I / Comm.: ATMS HILLSBOROUGH OSCEOLA

FL 429 Toll R Toll 429 FL Florida 429 Toll Road (SB OWinter Garden Vineland Rd X X X X Vehicle Detection System Camera, Infrared Preemption Detector Hillsborough Ave (US 92) Kingsway Rd X X X Controller: Naztec TS2 Type I / Comm.: ATMS Hillsborough Ave (US 92) McIntosh Rd X X X Controller: Naztec TS2 Type I / Opticom PreEmp International Dr. Orange County Fire Rescue Station 56 Emergency Signal Hillsborough Ave (US 92) Gallagher Rd X X X Controller: Naztec TS2 Type I / Opticom PreEmp Hillsborough Ave (US 92) Branch Forbes Rd / Forbes Rd X X Controller: Naztec TS2 Type I International Dr Vineland Ave. X X X X Vehicle Detection System Camera, Infrared Preemption Detector Hillsborough Ave (US 92) Turkey Creek Rd X X Controller: Naztec TS2 Type II International Dr Daryl Carter Pkwy X X X Infrared Preemption Detector y Baker St (US 92) Whitehurst Rd Flashing Signal International Dr Westwood Blvd. X X X X Vehicle Detection System Camera, Infrared Preemption Detector Baker St (US 92) Thonotosassa Rd X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable International Dr International Golf Club Rd X X X X Vehicle Detection System Camera, Infrared Preemption Detector Baker St (US 92) Franklin St X X X X Using 900 Series TS2-1 Controller, Fiber, Video Detection, Pre-Emption Capable International Dr Central Florida Pkway X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome Baker St (US 92) Wheeler St X X X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable

ORANGE International Dr Aquatica Ambassador Entrance X X X Infrared Preemption Detector Baker St (US 92) Collins St X X X X Using 900 Series TS2-1 Controller, Fiber, Pre-Timed, Pre-Emption Capable

International Dr. International Dr Water Play Way X X X Infrared Preemption Detector Baker St (US 92) Maryland Ave X X X X X Using 900 Series TS2-1 Controller, Fiber, Loops, Pre-Emption Capable

International Dr Westwood Blvd. X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome, Automated Vehicle Identification System HILLSB. -Plant Cit US 92 County Line Rd X X Polk County US 92 (New Tampa Hwy) Clark Rd X X P. d Kissimmee Vineland Rd. LBV Factory Stores Dr. X X X X Vehicle Detection System Camera, Infrared Preemption Detector US 92 (Gandy Blvd) Westshore Blvd XX XX X Regarding Pre-emption availability, not all cabinets are required to have the pre-empt panel unless it is necessary, however, most newer US 92 (Gandy Blvd) Manhattan Ave Kissimmee Vineland Rd. International Dr. S X X X X Vehicle Detection System Camera, Infrared Preemption Detector XX XX X cabinets do have the terminals and wiring if a pre-empt panel is added at a later date. City of Tampa US 92 (Gandy Blvd) Lois Ave HILLSB. -

Kissimmee Vineland Rd. Meadow Creek Dr. X X X X Vehicle Detection System Camera, Infrared Preemption Detector Blv Gandy XX X X Rd

Page 2 of 6 I4FRAME SOS Master Intersection List June 2019

Arterial Management Existing Capability/Availability Arterial Management Existing Capability/Availability rs rs le le tral tral trol n trol n n e n e co co al to C al to C n n n n ig io ig io s at s at c ic s c ic s ffi n ce ffi n ce a n a n tr io rol tr io rol y t Devi y t Devi mmu n n mmu n n mpt mpt ead Co -e Co tio ead Co -e Co tio tec on tec on CV-r ignal ignal i CV-r ignal ignal i De De ic S oad Preic S le mpt ic S oad Preic S le mpt r V ic r V ic SPM/ il -E SPM/ il -E raff raff raff raff AT T Ra T CCT DMS Veh Pre AT T Ra T CCT DMS Veh Pre North-South Corridors X Denotes Capability Exists East-West Corridors X Denotes Capability Exists Main Street Cross Street ATSPM Notes Main Street Cross Street ATSPM Notes Kissimmee Vineland Rd. Vineland Ave. X X X X Vehicle Detection System Camera, Camera - Dome Kissimmee Vineland Rd. I-4 WB On/Off Ramp X X X X Vehicle Detection System Camera, Camera - Dome Irlo Bronson Memorial Hwy Town Center Blvd X X X Camera - Dome, Point to Point Microwave Antenna Kissimmee Vineland Rd. Hotel Plaza Blvd. X X X X Vehicle Detection System Camera, Camera - Dome Irlo Bronson Memorial Hwy Westside Blvd X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome Kissimmee Vineland Rd. Palm Pkwy X X X X X Vehicle Detection System Camera, Camera - Dome, Infrared Preemption Detector Irlo Bronson Memorial Hwy Lindfields Blvd X X X X Vehicle Detection System Camera, Infrared Preemption Detector

ORANGE S Apopka Vineland Rd. Vinings Way Blvd. X X X Vehicle Detection System Camera Irlo Bronson Memorial Hwy Vista Del Lago Blvd X X X X Vehicle Detection System Camera, Infrared Preemption Detector S Apopka Vineland Rd. Lake Street X X X X X Vehicle Detection System Camera, Camera - Dome, Infrared Preemption Detector Irlo Bronson Memorial Hwy Secret Lake Dr X X X X Vehicle Detection System Camera, Infrared Preemption Detector

Kissimmee Vineland Vineland Kissimmee S Apopka Vineland Rd. Boca Pointe Dr. X X X X X Vehicle Detection System Camera, Camera - Dome, Infrared Preemption Detector Irlo Bronson Memorial Hwy W Orange Lake Blvd X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome S Apopka Vineland Rd. Darlene Dr. X X X Infrared Preemption Detector Irlo Bronson Memorial Hwy E Orange Lake Blvd X X X Infrared Preemption Detector S Apopka Vineland Rd. Point Cypress Dr. X X X Infrared Preemption Detector Irlo Bronson Memorial Hwy Black Lake Rd X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome, Mircowave S Apopka Vineland Rd. Sand Lake Rd. X X X X VDS - Camera - Dome Irlo Bronson Memorial Hwy Formosa Gardens Blvd X X X X X Vehicle Detection System Camera, Infrared Preemption Detector, Camera - Dome Irlo Bronson Memorial Hwy Entry Point Blvd X X X X Vehicle Detection System Camera, Infrared Preemption Detector S Apopka Vineland Rd. School Crossing Irlo Bronson Memorial Hwy Old Lake Wilson Rd X X X X Vehicle Detection System Camera, Camera - Dome Irlo Bronson Memorial Hwy Reedy Creek Blvd X X X X Vehicle Detection System Camera, Infrared Preemption Detector Irlo Bronson Memorial Hwy Griffen Rd X X X X Vehicle Detection System Camera, Camera - Dome W Irlo Bronson Memorial Hwy Memorial Bronson Irlo W Irlo Bronson Memorial Hwy Pkwy Blvd X X X Vehicle Detection System Camera Irlo Bronson Memorial Hwy Arabian Nights Blvd X X X X Vehicle Detection System Camera, Camera - Dome Irlo Bronson Memorial Hwy Celebration Ave X X X X Vehicle Detection System Camera, Camera - Dome

A Toll Rd 417 (EB On/Off Ramps) Celebration Ave Solar Powered Wrong-Way Sign / Detection System Toll Rd 417 (WB On/Off Ramps) Celebration Ave Solar Powered Wrong-Way Sign / Detection System Toll Rd 417 (EB On/Off Ramps) Osceola Pkwy Solar Powered Wrong-Way Sign / Detection System

OSCEOL Toll Rd 417 (WB On/Off Ramps) Osceola Pkwy Solar Powered Wrong-Way Sign / Detection System Toll Rd 417 (EB On/Off Ramps) John Young Pkwy X X X Vehicle Detection System Camera

Toll Rd 417 Toll Rd 417 (WB On/Off Ramps) John Young Pkwy X X X X Vehicle Detection System Camera, Infrared Preemption Detector Toll Rd 417 (EB On/Off Ramps) Orange Blossom Trail X X X Infrared Preemption Detector

ORANGEToll Rd 417 (WB On/Off Ramps) OSCEOLA Orange Blossom Trail X X X Infrared Preemption Detector

w Osceola Pkwy Victory Way (NB) X X X X Vehicle Detection System Camera, Camera - Dome Osceola Pkwy Victory Way (SB) X X X X Vehicle Detection System Camera, Infrared Preemption Detector Osceola Pkwy International Dr X X X Infrared Preemption Detector OSCE.

Osceola Pk Osceola Pkwy Seralago Blvd Not Signalized

Truck Parking Availability System (TPAS) b 0 SR 400 Weight Station by mile marker 45 (EB) Truck Parking Availability System (TPAS) N/A Hills SR 4 SR SR 400 Weight Station by mile marker 45 (WB) TPAS

SR 400 Weight Station by exit 14 (EB) TPAS N/A Polk

SR 400 SR SR 400 Weight Station by exit 14 (WB) TPAS

Page 3 of 6 Emergency Signals Main Street Cross Street SR 39 A North of Victoria St Alexander St West of Walden Woods Dr Mid‐Block Crossings Main Street Location US 98 S South of Clubhouse Rd Hillsborough Ave (US 92) East of Armenia Ave Hillsborough Ave (US 92) N 11th St Hillsborough Ave (US 92) N 37th St SR 60 East of Gomez Ave SR 60 University of Tampa US 41 South of Elicott St Railroad Crossings Main Street Cross Street Alexander St Jim Johnson Rd Park Rd Baker St SR 39A Ball St/Sammonds Rd SR 39A South of SR 574 US 41 1300' North of SR 60 US 41 800' South of 7th Ave US 41 North of SR 574 SR 572 South of US 92 SR 37 North of Main St US 17 West of Spirit Lake Rd Jackson St West of Meridian Ave SR 574 West of 30th St SR 574 West of 39th St SR 574 East of Palmer St US 92 East of County Line Rd US 92 East of Kraft Rd SR 60 Willow Ave Kennedy Blvd West of Meridian Ave SR 60 East of 28th St SR 60 East of US 41 SR 60 West of Skywood Dr SR 60 East of Clarence Gordon Jr Rd SR 60 East of Nichols Rd SR 60 Phosphate Blvd SR 60 East of Bonnie Mine Rd SR 60 East of Armour Rd US 92 Fish Hatchery Rd US 92 West of 30th St US 92 East of Palmer St US 92 East of Church Ave Inset A Inset B

I-275

I-275 Fl or US 92 F lo rid a A v e i da 's T ur np SR 574 ike

SR 589

I-4 US 301

US 92 US I-275 SR 60

US 41 US Florida Ave Florida

I-75 S e lm o n E x p w y

SR 429 SR 60

US 92 US 192 Selmon Expwy

SR 573 SR

See Inset C

I-4 27 US Inset C

F lo rid a 's T u rn p ik e US 92 See Inset A SR 482

I-4

I-275

d SR 37 SR I-4 R k SR570 r (PolkParkway)

a SR 528 SR 574 P

US 17

US 98 S

SR 39 SR SR 589 SR SR 60

SR 60 535 SR See Inset B

International Dr

SR 536 SR 417 O sc e o la P k w y

US 192

Appendix B I-4 FRAME Corridors Exhibit

a

Secretary’s Cover Letter

b

Section I – Cover Page

Interstate 4 (I-4) Florida’s Regional Advanced Project Name Mobility Elements (FRAME) Eligible Entity Applying to Receive Federal Florida Department of Transportation (FDOT) Funding Total Project Cost (from all sources) $21,621,600 ATCMTD Request $10,071,600 A portion of FDOT matching funds (Intelligent Transportation System (ITS) and Arterial Are matching funds restricted to a specific Program) are restricted to design and project component? If so, which one? infrastructure deployment and integration elements only. State(s) in which the project is located Florida Is the project currently programmed in the: • Transportation Improvement Program (TIP) • Statewide Transportation Yes, the project is programmed in the FDOT Improvement Program Five-Year Work Program (2019-2024) for • Metropolitan Planning Organizations fiscal year 2020. (MPO) Long Range Transportation Plan • State Long Range Transportation Plan • Connected Vehicle 689 Roadside Units for Roadside to Vehicle Messages for: o Lane Closures o Work Zones o Delays, Congestion, and End of Queue o Incidents o Signal Phase and Timing (SPaT) Technologies Proposed to Be Deployed o Speeds (briefly list) o Pedestrian-Bicyclist Safety • 670 On-Board Units • Advanced Traffic Signal Controllers with Automated Traffic Signal Performance Measures • Blank-out Signs for Route Diversion • Transit and Freight Signal Priority • Advance Railroad Crossing Warnings • Wrong-Way Driving Alerts

c

Contents Section I – Cover Page...... c List of Figures ...... ii List of Tables...... iii Section II - Project Narrative ...... 1 1. Introduction ...... 1 2. Description of the I-4 FRAME Geographic Area ...... 2 3. Real-World Issues and Challenges ...... 4 3.1 Mobility Challenges ...... 4 3.2 Safety Challenges in the I-4 FRAME Corridor ...... 5 4. I-4 FRAME Transportation Systems and Services...... 7 4.1 CV for Freeway Management Systems ...... 7 4.2 Wrong-Way Driving (WWD) ...... 9 4.3 Arterial Management Systems and CV ...... 9 4.4 Automated Traffic Signal Performance Measures (ATSPM) ...... 11 4.5 On-Board Unit (OBU) ...... 11 4.6 Security Credential Management System (SCMS) ...... 12 4.7 Advance Detectors for Railroad and Mid-Block Crossings ...... 12 4.8 Software Development ...... 12 4.9 Data Sharing Commitment and USDOT Initiatives ...... 13 4.10 Plan for Technology Transferability ...... 14 4.11 Predictive Analytics for Integrated Corridor Management ...... 14 5. Deployment Plan, Including Long-Term Operations and Maintenance ...... 15 5.1 Analysis Framework...... 16 5.2 Validation and Before-and-After Studies ...... 16 5.3 Lessons Learned from Currently Operational CAV Projects ...... 17 6. Regulatory, Legislative, or Institutional Obstacles ...... 18 7. Quantifiable System Performance Improvements ...... 18 7.1 Crashes ...... 18 7.2 Travel Reliability...... 18

i

I-4 Florida’s Regional Advanced Mobility Elements

7.3 Access to Transportation Services ...... 18 8. Quantifiable Safety and Mobility Benefit Projections ...... 18 9. Vision, Goals and Objectives ...... 19 10. Leveraging Existing ITS and ATMS ...... 20 10.1 Freeway Management System ...... 20 10.2 Arterial Management System ...... 20 10.3 FDOT SunGuide® Integration ...... 21 10.4 Florida 511 Advanced Traveler Information System Integration ...... 21 10.5 Data Integration and Video Aggregation System (DIVAS) ...... 21 10.6 Waze, HERE Data Integration ...... 21 10.7 Truck Parking Data Integration ...... 22 11. I-4 FRAME Implementation Schedule ...... 22 12. Support and Leveraging USDOT ITS Initiatives ...... 22 13. Correlation of USDOT Technologies, Goals, Focus Areas and Objectives ...... 23 Section III – Management Structure...... 26 1. I-4 FRAME Grant Recipient ...... 26 2. I-4 FRAME Partners ...... 27 3. Sub-Recipients ...... 28 4. I-4 FRAME Organizational Structure ...... 28 Section IV – Staffing Description...... 29 Section IV – Exhibit A - Key Staff Resumes ...... 1 Appendix 1 – Detailed Traffic Information ...... 1 Appendix 2 – I-4 News Articles ...... 2 Appendix 3 – Detailed Crash Data ...... 3 Appendix 4 – Transit Information ...... 8 Appendix 5 – Support Letters ...... 10

List of Figures Figure 1: I-4 FRAME ICM Project Map (Source: Google Maps) ...... 1 Figure 2: Description of I-4 FRAME Geographical Area (Source: Google Maps)...... 2 Figure 3: I-4 FRAME Corridor Lane Closure Heat Map (Source: SunGuide® Database) ...... 5

ii

I-4 Florida’s Regional Advanced Mobility Elements

Figure 4: I-4 FRAME Crash Heat Map (Source: Signal4Analytics) ...... 5 Figure 5: I-4 FRAME Corridor Fog Crash Locations (Source: Signal 4 Analytics) ...... 7 Figure 6: Existing ITS Fiber Network (Source: Google Maps)...... 20 Figure 7: I-4 FRAME Preliminary Schedule ...... 22 Figure 8: I-4 FRAME Delivery Structure ...... 28 Figure 9: Project Organization Chart ...... 30

List of Tables Table 1: I-4 FRAME Corridor Mobility Challenges ...... 4 Table 2: I-4 FRAME Safety Challenges ...... 6 Table 3: USDOT Technologies Supported by I-4 FRAME ...... 23 Table 4: USDOT Goals Supported by I-4 FRAME ...... 24 Table 5: USDOT Focus Areas Supported by I-4 FRAME ...... 25 Table 6: USDOT Objectives Supported by I-4 FRAME ...... 26 Table 7: Staff Descriptions (Key Staff in Italics) ...... 29

iii

I-4 Florida’s Regional Advanced Mobility Elements

Section II - Project Narrative 1. Introduction Interstate 4 (I-4) connects the Tampa-St. Petersburg-Clearwater and Orlando-Kissimmee- Sanford areas which are among the most populous metropolitan statistical areas in the United States1. Orlando had 75 million annual visitors in 2018 and boasts itself as America’s most- visited destination2. With more than 150,000 vehicles (see Appendix 1) traveling I-4 daily, there is a need for improving transportation on the corridor. The I-4 Florida’s Regional Advanced Mobility Elements (FRAME) project is a regional, intercity integrated corridor management (ICM) project running from the central business district in Tampa to the southwest side of Orlando at the Florida’s Turnpike. I-4 and the other ICM routes cross four counties: Hillsborough, Polk, Osceola, and Orange as shown in Figure 1. The I-4 FRAME project will cover 77 miles of I-4, 122 miles of other limited-access routes, and signalized arterial roadways with a total of 4913 traffic signals.

Figure 1: I-4 FRAME ICM Project Map (Source: Google Maps) The I-4 FRAME project will deploy an advanced ICM system consisting of next generation traffic incident management, work zone traffic management, road weather alerts, back-of- queue warning, and speed harmonization message systems vehicle-to-infrastructure (V2I) via

1 Wikipedia Metropolitan Statistical Areas of the United States 2 Visit Orlando 3 Since infrastructure provisions change upon award, FDOT will assess and modify the infrastructure needs presented here and update accordingly. 1

I-4 Florida’s Regional Advanced Mobility Elements

approximately 700 roadside units (RSUs) with dedicated short-range communications (DSRC) and Cellular Vehicle-to-Everything (C-V2X) capabilities. Since the market penetration of vehicles with on-board units (OBU) is not expected to reach levels of 10% to 20% in time to achieve the full potential benefits of the I-4 FRAME connected vehicle (CV) technologies, this project proposes a “cloud-based” solution to allow travelers in the I-4 FRAME to receive safety, traffic, weather, and Signal Phase and Timing (SPaT) advisories through their smartphones or other portable devices connected to the Internet via cellular communication. The cloud-based solution will not be used for emergency crash-avoidance messages due to potential message latency. The cloud-based solution will utilize the Florida Department of Transportation’s (FDOT) award-winning FL511 website and smartphone application for providing real-time information to travelers on I-4 and associated arterials. 2. Description of the I-4 FRAME Geographic Area I-4 connects to Florida’s regional and statewide transportation network (such as I-275, I-75, Florida’s Turnpike, I-95, and Polk Parkway) linking the Tampa Bay and Greater Orlando regions to the remainder of the state and nation. Figure 2 highlights some features of popular destinations and research institutions in the project corridor.

Figure 2: Description of I-4 FRAME Geographical Area (Source: Google Maps)

The I-4 FRAME segment crosses four counties: Hillsborough, Polk, Osceola, and Orange. I-4 also crosses FDOT Districts Seven, One, Five, and Florida’s Turnpike Enterprise (FTE). The following are major corridor features and projects along the project segment: 1. I-4 connects the major urban employment centers in Tampa, Lakeland, and Orlando. 2

I-4 Florida’s Regional Advanced Mobility Elements

2. FDOT has installed intelligent transportation system (ITS) infrastructure including fiber optic communication, closed-circuit television (CCTV) cameras, microwave vehicle detection systems (MVDS), dynamic message signs (DMS) and environmental sensing stations along the I-4 corridor. 3. FDOT supports roadway surveillance and traffic incident management on the I-4 corridor, as follows: a. FDOT District Seven Regional Transportation Management Center (RTMC), from Tampa to US 27 b. FDOT District Five RTMC from US 27 to Orlando c. FTE RTMC for Polk Parkway, FTE mainline, and other toll routes along the corridor. 4. Local agencies along the I-4 corridor, including the City of Tampa, Hillsborough County, Tampa Hillsborough Expressway Authority (THEA), Hillsborough Area Regional Transit (HART), City of Plant City, Polk County, City of Lakeland, Osceola County, and Orange County have implemented advanced traffic management systems (ATMS) and monitor traffic on signalized arterial routes to adjust signals based on traffic demand. 5. Four major universities with a role in transportation technology research are located along the I-4 corridor: the University of South Florida (USF)/Center for Urban Transportation Research (CUTR) in Tampa; Florida Polytechnic University (FPU) in Lakeland; the University of Central Florida (UCF) in Orlando; and the University of Florida (UF) in Gainesville. 6. I-4 is the primary emergency evacuation route between Tampa and Orlando. FDOT has implemented emergency shoulder use (ESU) to support peak evacuation traffic demand. 7. I-4 supports FDOT’s Tampa Bay Next4 program to modernize the interstate routes in the Tampa region, improve accessibility, and enhance multimodal operation. 8. The $2.3B I-4 Ultimate5 project in the Orlando area covers a portion of the I-4 FRAME corridor. The I-4 Ultimate project will use emerging technologies and Transportation Systems Management and Operations (TSM&O) tools to better manage traffic and traffic incidents. 9. FDOT, THEA, HART and the City of Tampa are in the installation and testing phase of one of the Federal Highway Administration’s CV Pilot Implementation Projects. The I-4 FRAME project will expand technologies and lessons learned. 10. The I-4 FRAME project will connect to the Orlando area “Smart Community” project. 11. As described in Section 3, I-4 experiences daily recurring and non-recurring congestion, primarily due to major and minor crashes.

4 http://www.tampabaynext.com/ 5 I-4 is being completely transformed along the 21 miles that stretch from Kirkman Road to State Road 434. https://i4ultimate.com/ 3

I-4 Florida’s Regional Advanced Mobility Elements

3. Real-World Issues and Challenges 3.1 Mobility Challenges I-4 is a vital artery for economic activities in Florida connecting the east and west coasts. More than 126.1 million tourists visit Florida annually, making Florida one of the most tourist-friendly states in the nation6. Many visitors travel on I-4 to popular vacation destinations and non- recreational sites. Table 1 highlights travel reliability challenges along the I-4 FRAME corridor, along with technology focus areas and United States Department of Transportation (USDOT) goals addressed by the I-4 FRAME project. Appendix 1 provides additional traffic information. Table 1: I-4 FRAME Corridor Mobility Challenges

Magnitude of Mobility USDOT Technology Focus Areas and USDOT Goals Addressed Challenges Eligible Technologies Enhanced use of existing capacity Average two (2) lane- closure events per day USDOT Focus Areas: Real-time transportation (2018) with one (1) full - ICM information closure every eleven - Vehicle-to-Infrastructure (V2I) for (11) days signal and pedestrian applications Reducing delays

150,700 annual average Eligible Technologies: Acceleration of V2I daily traffic (AADT) with - Advanced travel information technologies 2% annual growth and systems 4% annual tourism - Advanced transportation Reproducibility of growth management strategies technology transfer - V2I communications 12% heavy commercial - Fog and visibility warning systems Evaluation of the vehicles technologies and strategies in before-and- after analyses Figure 3 provides a lane-closure heat map and lane-closure information for the I-4 FRAME corridor. The following approach helped develop the heat map using predefined event management segments: • Less than all travel lanes closed (1 point) • All travel lanes closed (10 points) In 2017, FDOT District Seven activated the ESU on I-4 to relieve traffic congestion on the I-75 evacuation corridor in response to Hurricane Irma. The emergency shoulder use successfully provided additional capacity to safely move Floridians out of the hurricane’s path. I-4 FRAME will support future hurricane evacuation efforts between the Tampa Bay region and the

6 ABC Action News 4

I-4 Florida’s Regional Advanced Mobility Elements

Orlando region for east-to-west or west-to-east evacuation scenarios. This provides additional traffic management capabilities and equips parallel routes to relieve congestion.

Figure 3: I-4 FRAME Corridor Lane Closure Heat Map (Source: SunGuide® Database) 3.2 Safety Challenges in the I-4 FRAME Corridor Table 2 highlights safety challenges for the I-4 FRAME corridor, along with technology focus areas and USDOT goals addressed by the I-4 FRAME project. Figure 4 shows the crash heat map.

Figure 4: I-4 FRAME Crash Heat Map (Source: Signal4Analytics) 5

I-4 Florida’s Regional Advanced Mobility Elements

The hot-spot analysis used a weighted scale with fatal crashes topping out at a weighted value of 10 and a zero-weighted value for property damage-only crashes. I-4 has received national and regional attention as one of the most dangerous highways in America. The following are some examples of these news reports. Links to these news reports are in Appendix 2 – Links to News Articles. • Referred to as “most dangerous highway in America” – ABC News, November 2017 • “I-4 from Tampa to Daytona Beach named most dangerous highway in U.S. – WFLA” • “Most Dangerous Roads in America - Teletrac Navman” • “Eight on Your Side: What's being done to improve safety on Interstate 4? – WFLA” Table 2: I-4 FRAME Safety Challenges

Magnitude of Safety Applicable Technology Focus USDOT Goals Addressed Challenges and Priority Areas Reduce the number and USDOT Focus Areas: severity of traffic crashes - ICM

2016-2018 annual crash - V2I for signal and Real-time transportation statistics: pedestrian applications information - 45 fatal crashes - Rural technology

- 2,081 injury crashes Acceleration of V2I - 7,419 total crashes Eligible Technologies: technologies - Advanced travel

Fog-related crashes information systems Reproducibility of technology 10 per year - Advanced transportation transfer 2 fatalities per year management strategies

(2014-2016) - V2I communications Evaluation of technologies Fog and visibility warning and strategies in before-and- systems after analyses

The I-4 FRAME corridor is also subject to weather-related crashes, which are particularly caused by fog. Figure 5 below shows the locations of fog-related crashes and fatalities along the corridor for 2014 through 2016. While there were no fog-related fatalities in 2017 and 2018, crashes with injuries were reported. See Appendix 3 – Detailed Crash Data, for additional traffic crash data. This data will support before and after evaluation of the I-4 FRAME project.

6

I-4 Florida’s Regional Advanced Mobility Elements

Figure 5: I-4 FRAME Corridor Fog Crash Locations (Source: Signal 4 Analytics)

4. I-4 FRAME Transportation Systems and Services Proposed technologies and systems in this project will be deployed to test CV applications as listed below. The CV applications are derived from USDOT’s Architecture Reference for Cooperative and Intelligent Transportation (ARC-IT) architecture service packages. 4.1 CV for Freeway Management Systems Freeway operation CV applications will be built upon the foundation of existing ITS infrastructure, such as fiber optic communications, cameras, detectors, and road weather information systems for visibility. FDOT has deployed ITS infrastructure along I-4 within this project area resulting in continuous fiber optic network coverage. Nearly 700 roadside units (RSUs) will be co-located with the existing cameras or detector poles to leverage the existing power and communications infrastructure. The I-4 FRAME will disseminate and gather information to/from OBU/smartphone applications using Internet communications via the FDOT Regional Traffic Management Centers (RTMCs) and local agency TMCs. Each of these components will broadcast messages via the appropriate RSUs and provide messages to the FL511 application to support users who do not have OBUs. • Roadside Units (RSUs): Install a RSU every mile on the project segment using existing freeway management system infrastructure, the truck parking availability system (TPAS), and fog/rain visibility sensors. The FDOT intends to procure RSUs that are capable of dual mode communication, supporting concurrent DSRC and C-V2X

7

I-4 Florida’s Regional Advanced Mobility Elements

operations7 as these devices become available. This will ensure infrastructure investment is protected without regard to how the media of choice evolves over the next several years. I-4 FRAME will use RSUs that will have or are in the process of obtaining OmniAir device certification. I-4 FRAME will use approximately 700 RSUs. • Traffic Incident Management System (TM08): Broadcasts traffic incident management (TIM) for incident detection, maintenance and construction management, and emergency management centers via the RSUs. TIM messages will be created in the respective RTMC. SunGuide® software is already being updated to configure messages to the latest Society of Automotive Engineers (SAE) J2735 standard. • Dynamic Roadway Warning (TM12): Broadcasts information on back of queue, roadway hazard, road weather conditions, road surface conditions, and obstacles or animals on the road. The RTMC will create and transmit a message to the RSU based on ingested detector data. • Speed Warning and Enforcement (TM17): Broadcast vehicle speed advisories to warn drivers of reduced speed recommendations based on the roadway conditions ahead. The RTMC will create and transmit a message to the RSU based on data generated by the traffic detectors, CCTV cameras, video image processing system, and other legacy ITS equipment. • Dynamic Route Guidance (TI03): Broadcasts information on advanced route planning and guidance that is responsive to current traffic conditions. The RTMC create and transmit a message to the RSUs to provide route messages to personal information devices (PIDs) and OBUs. • Queue Warning (VS08): Broadcast back-of-queue warnings to minimize or prevent rear- end or other secondary collisions. SunGuide has real-time speed data for every half mile. Waze data can be used to fill in the gaps from SunGuide. From observing the speeds patterns and noticing when the queue is building up, the RTMC can broadcast traveler information messages via the RSUs warning motorists of congestion ahead. The RTMC can also notify motorist of queues through DMS. Queue warning (VS08) also supports work zone management system. • Road Weather Motorist Alert and Warning (VS07): Transmits environmental sensor data via the RSUs to warn drivers of any weather-related issues. • Reduced Speed Zone Warning/Lane-Closure (VS09): Broadcasts information on reduced speed zones including (but not limited to) construction/work zones and road weather. The RTMC will create the messages for the RSUs. • In-Vehicle Signage (TI07): Augments regulatory, warning, and informational signs and signals by providing information directly to drivers through in-vehicle devices. Types of signing include: static sign information e.g., stop, curve warning, guide signs, service signs, and directional signs and dynamic information e.g., current signal states including

7 Deployment of C-V2X devices is contingent upon the FCC granting a waiver for operations of these devices in the 5.9 GHz band. 8

I-4 Florida’s Regional Advanced Mobility Elements

highway intersection and highway-rail intersection status. In-vehicle signage (TI07) supports work zone management system. The RTMC will utilize static data and dynamic roadside sensor data to generate messages that will be transmitted to the RSUs for broadcast to the OBUs. This application will be used for arterials as well. • Work Zone Management (MC06): Broadcasts safety advisories to motorists in areas where maintenance, construction, and utility work are ongoing. The RTMC will generate messages for broadcast by the RSUs via the traffic detectors, CCTV cameras, video image processing system, and other ITS equipment. • Incident Scene Safety Monitoring (PS07): Broadcast messages to alert drivers of incident zone operations. The RTMC will obtain data from emergency vehicles and generate and transmit messages to be broadcast to the OBUs by RSUs. • Advanced Railroad Grade Crossing (TM14): Broadcast alerts to drivers approaching at- grade railroad crossing if a train is approaching. • Connected Vehicle System Monitoring and Management (SU01): Provides monitoring, management and control services necessary to other applications and/or devices operating within the CV environment. Other freeway strategies that can be implement are merge assist and signal control optimization for interchanges. Merge locations are the most significant triggers of congestion. Assistance at merge junctions (perhaps in conjunction with ramp metering) can smooth out platoons and reduce the probability of breakdown. Signal control optimization for interchanges utilize additional data sources from connected vehicles and traditional detection to optimize traffic signals at interchanges to reduce or eliminate spillback into the freeway. 4.2 Wrong-Way Driving (WWD) Although fatalities from wrong-way driving (WWD) are few, the fatality rate is 12 times more than other crashes due to head-on collisions. FDOT has prioritized off-ramps associated with WWD crashes. The project will implement ITS and CV Wrong-Way Vehicle Detection Systems (WWVDS) applications on the 21 highest risk ramps identified in the corridor. The project evaluation will determine timing for expanding WWVDS to the remaining 50 ramps in the corridor. Vehicle detectors will be installed to detect the wrong-way movement, activate the beacons or light-emitting diodes (LEDs), and send an alert to the RTMC. Cameras will be used to capture images or record videos of the wrong-way vehicle. FDOT will leverage the existing ITS infrastructure including WWD countermeasures on this project. 4.3 Arterial Management Systems and CV All arterial operation ITS and CV applications listed below will be built upon existing ITS/ATMS infrastructure such as fiber optic communications, cameras, detectors, and traffic signal information. • CV-ready traffic signal controllers: Key elements include upgrading traffic signal controllers to CV ready and high-definition data capable controllers. • Communication continuity: Where fiber does not exist, communications to interconnect signals to fill communications gaps will be added. Approximately 20% of the arterial 9

I-4 Florida’s Regional Advanced Mobility Elements

corridor signals are not interconnected or monitored in the project area. This project will add cellular communications to these traffic signals that are predominantly on the rural arterials between Tampa and Orlando. In addition, point-to-point wireless communications will be added along these segments as a cost-effective solution to optimize cellular communication deployment. • Blank-out signs: Blank-out signs at key points will be deployed for dynamic detour operation to ensure motorists follow the preferred planned diversion route. • Arterial RSUs: Approximately 400 out of the 700 RSUs will be installed on nearly all traffic signals within detour routes will utilize the following CV applications: o Connected Vehicle Traffic Signal System (TM04): Use CV data to adjust signal timing for an intersection or group of intersections to improve traffic flow, including allowing platoon flow through the intersection. The intersection-based application will analyze current conditions based on BSM data broadcast from OBUs and communicate with the controller to affect adjustments to extend or delay green for real-time, adaptive signal timing. Legacy detection systems may be used to overcome low saturation of CVs. o Transit Signal Priority (PT09): Use CV data to improve operating performance of the transit vehicles by reducing the time spent stopped at a red light. Use transit V2I communications to allow a transit vehicle to request priority at one or a series of intersections. The transit vehicle sends a request from the OBU to the to the traffic signal controller through the RSU. The traffic signal controller computes on-time status and other factors to approve or deny priority. o Emergency Vehicle Preemption (PS03): Use CV data to improve operating performance of the emergency vehicles by facilitating movement of public safety vehicles through the intersection by clearing queues and holding conflicting phases. Emergency Vehicle Preemption (PS03) uses emergency V2I communications to allow an emergency vehicle to request priority at one or a series of intersections. The emergency vehicle sends a request from the OBU to the RSU. The RSU validates the request via a security certificate and the controller implements the emergency preemption. o Intersection Safety Warning and Collision Avoidance (VS13): The vehicle uses its speed and acceleration profile, along with the signal timing and geometry information to determine if it appears likely that the vehicle will be able to pass safely through the intersection without violating the signal or colliding with other vehicles. The traffic signal controller sends its signal status to the RSU. The RSU broadcast messages to the OBU. o In-Vehicle Signage (TI07): Augments regulatory, warning, and informational signs and signals by providing information directly to drivers through in-vehicle devices. The information provided would include static sign information e.g., stop, curve warning, guide signs, service signs, and directional signs. This CV application provides dynamic information e.g., current signal states including highway 10

I-4 Florida’s Regional Advanced Mobility Elements

intersection and highway-rail intersection status. The RSUs will broadcast data generated by the RTMC or roadside sensors to the OBUs. o Pedestrian and Cyclist Safety (VS12): Sensing and warning systems used to interact with pedestrians, cyclists, and other non-motorized users. Integrates traffic, pedestrian, and cyclist information from roadside or intersection detectors and new forms of data from wirelessly connected, non-motorized traveler-carried mobile devices to request right-of-way or to inform non-motorized travelers when to cross and how to remain aligned with the crosswalk or pathway based on real-time SPaT and Map Data (MAP) information. The RSU will broadcast pedestrian crossing requests from the pedestrian pushbutton and personal information devices and send a message to driver via the OBU that a non-motorized traveler is in a crosswalk or pathway. o Freight Signal Priority (CVO06): Use CV data to reduce stops and delays for increased travel time reliability for freight traffic, and for enhancing safety at intersections. Allows a freight vehicle to request priority at one or a series of intersections using V2I communications. This system will focus on freight movement to/from Port Tampa Bay to regional freight distribution centers in the Lakeland area. Freight Signal Priority (CVO06) will be implemented along this corridor as part of a separate project using the RSUs deployed as part of I-4 FRAME. The commercial vehicle sends a request from the OBU to the TMC through the RSU. The TMC grants the request and sends the message to the traffic signal controller which modifies the traffic signal timing. 4.4 Automated Traffic Signal Performance Measures (ATSPM) Automated Traffic Signal Performance Measures (ATSPM) will be deployed along specific corridors to adjust signal timing for sudden surges in traffic demand. The main benefits of this technology are dynamic distribution of green light time to all traffic movements, improved travel time reliability, reduced congestion, and optimized traffic signal timing. The corridors selected for ATSPM deployment are within Tampa, Lakeland, and west of Orlando. 4.5 On-Board Unit (OBU) FDOT will deploy approximately 670 OBUs across multiple platforms including light vehicles, transit buses, and emergency vehicles to support testing and application development as indicated below. OBUs selected will be DSRC based in order to be interoperable with the USDOT CV Pilots including THEA and other CV projects currently deployed or being deployed state-wide. A small number of C-V2X OBUs may be acquired for testing with the dual mode RSUs. All OBUs deployed will have or be in the process of obtaining OmniAir device certification. The following vehicles will be outfitted with OBUs. o The buses and emergency vehicles will be provided by local transit and law enforcement agencies, respectively. o The I-4 FRAME will explore a partnership with the Florida Trucking Association (FTA) to support OBU deployment on freight vehicles. The FTA partnership along with

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partnerships with freight businesses such as UPS and FedEx and will be established to discuss benefits of freight signal priority (FSP), connected vehicle traffic signal system (CVTSS), and how OBUs can help with real-time traffic information and dynamic route choices. Such systems can provide information on incidents, lane and link closures, as well as potential routes and their expected travel times. o Due to the number of tourists using rental cars along the corridor, FDOT will explore a partnership with the large rental car industry in Orlando and Tampa to encourage the addition of OBUs to new rental cars beginning in 2020. If successful, the numbers of OBUs within the project will substantially increase. o Ford has recently announced plans to include C-V2X OBUs in all new vehicles starting in model year 2023. FDOT will be carefully tracking the industry and working with partners to deploy both RSUs and OBUs that will have the greatest impact on traffic safety and mobility and aligned with policy and direction of USDOT. While the current plan is to deploy DSRC, FDOT is architecting the overall system to permit the transition to C-V2X or a hybrid of both if the automobile industry coalesces on that standard. 4.6 Security Credential Management System (SCMS) FDOT is in the process of procuring a statewide security credential management system (SCMS), which will provide certificates for all its CV deployments including this project. FDOT already works with Florida universities, the THEA CV pilot project, and I-75 FRAME projects from Gainesville to Ocala to ensure compatibility with and to build upon other CV efforts in Florida. The deployed statewide SCMS will be designed in a manner that supports minimal effort for migration to a national SCMS model when one matures. 4.7 Advance Detectors for Railroad and Mid-Block Crossings An innovative solution will be explored to provide early railroad crossing notification to the traffic to avoid delays. The project will deploy advance rail presence detectors on FDOT right-of- way for the 25 railroad crossings in this project corridor. As soon as rail traffic is detected, the system will warn motorists of the impending rail approach via the RTMC. Advance vehicle detectors are also proposed at the 19 mid-block pedestrian crossings in the project area. The purpose is to detect pedestrians crossing at the mid-blocks and to notify vehicles of pedestrians crossing at the mid-block for safe clearance. 4.8 Software Development The I-4 FRAME program will require several software applications to integrate the CV applications and data into the existing SunGuide software and the FL511 system. FDOT will use the systems engineering process, including the ConOps and systems requirement specifications (SyRS) development stages, to define the exact requirements, but will leverage the existing work to integrate SAE J2735 messaging into SunGuide as well as the APIs that have been developed to share data between the various components. As part of the I-4 FRAME project, FDOT will develop and use the following tools: • Application programming interface (API): The APIs will be used to access data from traffic signal systems, roadside detection systems, CV/probe data systems, and FDOT’s 12

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crash and congestion traffic data systems. As new systems and components are developed and brought online, new APIs will be published and documented to support future system enhancements. • FL511: Enhancements will be made to the FL511 system to utilize these new data sources to provide information to motorists, bicyclists and pedestrians by using FDOT’s SunGuide software to support multi-modal integrated corridor management (MMICM), pedestrian/bicyclist safety smartphone applications, integrated corridor by-pass and decision support system (DSS) modules for engaging and disengaging ICM, railroad crossing notification, and mid-block crossing warning. • Traffic management systems: The SunGuide software will be enhanced to provide speed warning/harmonization, queue length, lane closures, road weather, and end of queue warning messages via dynamic message signs, RSU traffic incident management messages, and FL511 smartphone application. • Crash and congestion prediction systems: FDOT will develop and test crash and congestion prediction systems that use advancements in machine learning technologies to conflate and process real-time data. 4.9 Data Sharing Commitment and USDOT Initiatives FDOT is committed to sharing data and advancing USDOT’s initiatives. FDOT will share all relevant and required data with the USDOT throughout the project to further advance the objectives of the ATCMTD grant initiatives. This includes providing USDOT access to underlying data used to determine the costs and benefits for the Secretary’s report as described in Title 23 of the United States Code Section 503(c)(4). The data will be provided in non-proprietary, open, unencrypted, and uncompressed formats, improving the machine readability of the data, to be used with commonly available data management programs. FDOT will provide this data to the Research Data Exchange (RDE). Datasets will be documented and designed to follow the applicable data formats. The I-4 FRAME project is also being designed to support the following USDOT initiatives: • The I-4 FRAME project will require continuous development of its applications. FDOT commits to using the Open Source Application Development Portal (OSADP) where appropriate as the base for application development. We will continue to provide updates to the OSADP as the software and applications are developed, enhanced and deployed, including the source code, developer notes and other pertinent information to help USDOT’s efforts to keep the CV program moving forward. • While the focus of the FRAME program is on CVs, FDOT is continuing to track the USDOT’s progress on cooperative automation. As a result, FDOT will continue to work with the FHWA Cooperative Automation Research Mobility Applications (CARMA) development team to coordinate on standards and provide an environment for CARMA testing and development when and where appropriate. FDOT is also working with a number of Universities in Florida who are cooperating with the USDOT on the CARMA

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program to support those coordinated development efforts in the design and implementation of the FRAME program. • I-4 FRAME incorporates several of FHWA’s Every Day Counts (EDC) innovations. ATSPM from EDC-4 will be implemented as part of arterial management. I-4 FRAME CV applications and data complement EDC-5 on road weather alerts (Weather-Responsive Management Strategies), Waze data (Crowdsourcing for Operations), and safety of non- motorized travelers (Safe Transportation for Every Pedestrian). 4.10 Plan for Technology Transferability To the maximum extent possible, all technologies implemented with the I-4 FRAME project will be procured based on national and FDOT standards and specifications. If FDOT needs to develop modified special provisions and/or developmental specifications, FDOT will employ Requests for Information and other formal and informal means to gather industry input to ensure correct incorporation of national standards and best practices as well as constructability and performance of the systems. The safety and mobility challenges travelers and FDOT face along I-4 FRAME corridor are also experienced along many other corridors in Florida and nationwide. To the extent the applications implemented on I-4 FRAME are successful in meeting transportation safety and mobility needs, other corridors in Florida will be designed to with similar technologies. FDOT is also gathering lessons learned from the I-75 FRAME projects and from the Central Florida ATCMTD project. Many of the lessons from those projects have been incorporated into the I-4 FRAME project. For example, FDOT is procuring a statewide SCMS for application on all connected and automated vehicle (CAV) projects in Florida until a national solution is identified. FDOT has also established a CAV Business Plan. One of the early action items in the CAV business plan is to develop outreach plans and mechanisms for state and local agencies and potential private partners. FDOT will present the results of I-4 FRAME through these groups and outreach mechanisms. FDOT participates in national events, including Transportation Research Board, the American Association of State Highway and Transportation Officials (AASHTO) committees, ITS America and the CV Pooled Fund Study. FDOT also participates in numerous local meetings. The objective is to learn and share results of CAV project such as I-4 FRAME. FDOT has established an Automated Vehicle (AV) Steering Committee and a CAV Working Group. FDOT convenes an annual statewide AV Summit where CAV advancements and lessons- learned are shared. Open source concepts (standards, software tools, etc.) and technical documentation will be prioritized to maximize compatibility of interrelated systems across stakeholder boundaries and support the transference of solution to other agencies facing similar transportation challenges. 4.11 Predictive Analytics for Integrated Corridor Management I-4 FRAME will develop predictive analytics as part of its ICM strategy. FDOT will use historical data from SunGuide, the Florida Highway Patrol (FHP), weather data such as fog visibility, and crash data with real-time data from HERE, Waze, and detector data to predict when and where an incident is most likely to occur. The predictive analytics will continuously predict crash risk 14

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based on real-time data and send an alert to the appropriate RTMC if the predicted crash risk is higher than a configurable threshold. Using the SunGuide’s incident data, the average travel speed can be determined every 0.5 mile and compared with the average speed for a typical day. Based on the likelihood that an event will occur, FDOT will mobilize Road Rangers, FHP, and other law enforcement to be on the lookout for incidents and notify motorists through DMS of congestion ahead and alternatives routes for their destinations. FDOT will work with CUTR of USF and other research university partners to leverage their ongoing research on predictive analytics. 5. Deployment Plan, Including Long-Term Operations and Maintenance The I-4 FRAME Deployment Plan includes several elements, as follows: System Management: During fiscal year 2019-2020, FDOT will pursue the procurement of the I- 4 FRAME Systems Manager services, which will be outside the scope of this deployment and implementation effort. The System Manager will be a consultant firm with expertise in ITS/CV development and delivery. The System Manager will work with project partners and stakeholders to ensure the achievement and conveyance of the following deliverables: • Concept of Operations (ConOps) and project systems engineering management plan (PSEMP) . The System Manager will work with I-4 FRAME stakeholders to define and document needs and goals in the ConOps, paying particular attention to innovative solutions such as responsive and predictive end-of-queue and speed detection and warning systems. An important part of the PSEMP is the risk assessment and mitigation matrix. The System Manager will work with project stakeholders to identify potential risks and develop mitigation strategies for risks that could negatively impact project goals, schedule, or costs. The risk matrix will be part of each project review meeting to ensure mitigation strategies are employed to ensure the risk was successfully mitigated. Following FDOT’s systems engineering procedure, the Statewide and Regional ITS Architecture will be updated to include the CV application service packages. • The System Manager will develop procurement documents for: o Furnishing and installing I-4 FRAME technologies and software o Overseeing technology installation, configuration, and integration o Developing technology and system verification and testing plans o Technology testing and testing oversight o Requirements traceability verification matrix (RTVM), development and updates o System Validation Plans, including plan for data collection, archival and analysis. Pre-Installation Technology Testing: All technology products not currently on the FDOT Approved Product List (APL) will be subject to pre-installation testing at FDOT’s Traffic Engineering Research Laboratory (TERL). Successful testing at the TERL will be a precursor to installation along I-4 FRAME roadways. FDOT is using this process for other CV projects, including the Tampa CV Pilot and the I-75 FRAME projects. If the TERL roadway network is not

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adequate for pre-installation testing, FDOT will consider using the more extensive infield roadways of the SunTrax® test track at FPU in Lakeland. Furnish and Install Technologies: Depending on the Concept of Operations and the PSEMP, FDOT will advertise one or more furnish-and-install contracts. This process was successfully used to deliver the SPaT Pilot Project on US 90 in Tallahassee. Operations and Maintenance: Both operations and maintenance funds are “off the top” of FDOT’s transportation program. I-4 FRAME operations will occur from the FDOT District Seven (Tampa), FDOT District Five (Orlando) SunGuide® RTMCs and the FTE RTMC located in Turkey Lake (near Orlando). These RTMCs are already performing freeway management and traffic incident management on I-4 and ICM on routes included in the I-4 FRAME network. FDOT has developed funding formulas to ensure adequate management and operations resources, depending on factors such as miles managed and types of systems managed. Based on the outcomes in the ConOps, FDOT will update the RTMC Standard Operating Guidelines (SOG) to cover new operational strategies and costs implemented with I-4 FRAME. I-4 FRAME roadways, other than I-4, are not currently part of the ICM programs in Districts Seven and Five. Based on the ConOps, FDOT will work with I-4 FRAME partner agencies in Polk County to create a framework for effective operations and maintenance. 5.1 Analysis Framework FDOT’s Systems Engineering Procedure (750-040-003) requires development of a Systems Validation Plan (SVP) for a project of the magnitude of I-4 FRAME. The SVP is designed to validate that user needs for safety and mobility were met by the project. Each stakeholder need identified in the Concept of Operations (ConOps) will have a corresponding validation mechanism identified in the SVP. Specifically, the SVP will discuss: • List of all ConOps user needs and goals to be evaluated • Description of evaluation stakeholders along with roles and responsibilities • Locations where evaluation activities will occur, how and where field data will be collected, and where field data will be stored or archived • Detailed schedule of evaluation activities • Details of how each evaluation activity will be conducted 5.2 Validation and Before-and-After Studies FDOT will work with USF/CUTR, UCF, FPU, and UF to conduct the validation and before/after studies. All four universities have a rich history of supporting research and evaluation of FDOT’s various technology initiatives over the years and will assist in the following ways: The before-after studies will be conducted to evaluate the safety and mobility/reliability performance of I-4 FRAME. Since the safety and mobility performance measures are unknown in the after-period, predictive analytics will estimate the performance measures, assuming without I-4 FRAME, in the after years. The predictive analytics will cover the whole study area, including interstate, limited access routes, and arterial corridors. The predictive performance measures will include:

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• Primary/secondary crashes—frequency and rate by severity and location (roadway segments) • Planning Time Index (PTI), throughout, delay—by time (hour-of-day, day-of-week, month, and/or year) and location (roadway segments) • Average speed and average travel time— by time (hour-of-day, day-of-week, month, and/or year) and location (roadway segments) The research universities will first define the time and spatial scope for predictive analytics. They will collect necessary data, including (but be not limited to) historical performance measures, geometric information, traffic, incidents, events, and traffic signal, from FDOT and local data sources. Based on the data, the research universities will develop predictive models to predict the performance measures using proper modeling technologies (e.g., descriptive analysis, statistical regression, and/or machine learning models). The predictive models will predict the safety and mobility performance measures with given traffic and other conditions in the after years. Meanwhile, safety and mobility performance measures will be observed (collected from FDOT/local data sources) during the same period. The predicted performance measures (without I-4 FRAME) will be compared with the observed performance measures (with I-4 FRAME) to validate and assess the effectiveness of I-4 FRAME. • UCF will provide the OBU emulator, a smartphone application used to provide alerts and traffic messages to pedestrians and drivers. • FPU will analyze current communication infrastructure, support data fusion efforts, and assess future infrastructure needs. • As part of the I-STREET Initiative, UF will support the CV data collection, warehousing, analytics, and decision-making elements. It will report on near-misses using machine learning and safety of non-motorized travelers. 5.3 Lessons Learned from Currently Operational CAV Projects FDOT is deploying a number of CV projects throughout the state. Some of the projects are in the planning phase, while some are in procurement or deployment phase. FDOT will utilize the lessons learned from each of these projects to ensure a successful delivery of the I-4 FRAME project. Some of these lessons learned that will bolster the I-4 FRAME project include: • Evaluation of products and interoperability with the RSU, OBU, and signal controllers. • Development of specifications for RSU, industrialized central processing unit, testing and integration, signal inventory, technical special provision controller software key, data collection for MAP generation. • Varied information from OBU vendors. • Identification of installation/configuration complexity from vendor. • Keeping pace with advancements of industry in safety and mobility applications. • Prior presentations by vendors may help to better understand the process of deployment of safety and mobility applications.

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• Testing of equipment in advance of product selection and installation is crucial in ensuring interoperability and functionality. 6. Regulatory, Legislative, or Institutional Obstacles Florida’s regulatory environment supports CV operations on Florida roads. FDOT already developed and tested basic safety messages (BSMs) and traveler information from RTMCs to RSUs and vehicles equipped with OBUs and driver interface technologies. FDOT’s infrastructure is largely ready for CV technology deployment and sustainability. 7. Quantifiable System Performance Improvements FDOT expects to see significant system performance improvements in crashes, travel reliability, and access to transportation services. 7.1 Crashes As noted in Section 3, crash frequency and severity on I-4 are serious concerns. FDOT expects the before and after studies will document quantifiable and significant reductions of both primary and secondary crashes because of the I-4 FRAME project. Crash performance measures will include: frequency, rates, and severity of both primary and secondary crashes. 7.2 Travel Reliability As noted in Section 3, recurring and non-recurring congestion are serious concerns along I-4, especially in and approaching the cities of Tampa and Orlando. FDOT expects the before and after studies will document quantifiable, significant travel reliability improvements resulting from I-4 FRAME. Travel efficiency performance measures will include: PTI, throughput (vehicles per unit of time), and delay measures. Secondary measure could include average speed and average travel time as measures of delay. Currently, the PTI on I-4 is over 3 on the Tampa terminus and over 4 on the Orlando terminus. The crash frequency impacts the PTI greatly. With the I-4 FRAME improvements and strategies, the PIT in Tampa terminus can reduce by 1 and the same is true in the Orlando terminus. 7.3 Access to Transportation Services HART runs express buses and bus rapid transit using I-275 to downtown Tampa. Central Florida Regional Transportation Authority (LYNX) serves Orange, Osceola and parts of Polk connecting downtown destinations to parking and the central bus station. The Citrus Connection, which is the public transit system of Lakeland, also serves as a major transit provider. The I-4 FRAME includes transit signal priority and transit OBU to support those systems to improve transit travel time and schedule adherence. See Appendix 4 for detailed information on the transit routes and signals identified. 8. Quantifiable Safety and Mobility Benefit Projections As Florida embarks on CV deployments, it is imperative that agencies such as the FDOT be informed about the potential of this communication technology in preventing secondary crashes. FDOT is working with research universities to develop microscopic simulation models to demonstrate and quantify the possible benefits of CVs in preventing primary and secondary 18

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crashes. Since this technology is new, the developed simulation model will consider various market penetration rates to inform FDOT on how CV and V2I impact secondary crash occurrences. With I-4 FRAME, FDOT expects a 20-percent reduction in rear-end crashes associated with traffic incidents and recurring congestion and improvement of the PTI in Tampa from 3 to approximately 2 and in Orlando from 4 to approximately 3. 9. Vision, Goals and Objectives The 2017 FDOT Transportation Systems Management and Operations (TSM&O) Strategic Plan vision is, “to increase the delivery rate of fatality-free and congestion-free transportation systems supporting the FDOT vision and Florida Transportation Plan goals.” The I-4 FRAME will accelerate and solidify this vision via implementation of CV and other emerging technology solutions to realize increased safety benefits on the I-4 corridor. Priority Focus Areas: The TSM&O Strategic Plan identifies six priority focus areas. Of those, four are directly related to the I-4 FRAME project: • Freeway management systems • Arterial management systems • Connected vehicle technologies • Information systems, including SunGuide® and FL511 I-4 FRAME also compliments and will be coordinated with implementation of managed lanes, another priority focus area, in the Tampa and Orlando areas. Performance Measures: The TSM&O Strategic Plan establishes several “outcome-based” performance measures. I-4 FRAME goals and objectives will address the following Strategic Plan performance measures: • Reduce crashes including secondary crashes • Improve travel-time reliability • Improve throughput • Reduce delay • Reduce open-lane clearance times FDOT’s Future Corridors Initiative identified TSM&O solutions and emerging technologies as tools to help optimize the use of existing infrastructure and improve the safety of the traveling public. I-4 FRAME aligns with this vision, in part, by collaborating with local partners for safe and efficient mobility solutions. A comprehensive approach to addressing the mobility challenges is described within this proposal. A good foundation for success has already been established by FDOT and its partners with freeway and arterial management systems in place. This foundation will be leveraged to provide new mobility solutions to support the goals of the I-4 FRAME project. The I-4 FRAME project has a very high likelihood of success because it:

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• Leverages existing ITS infrastructure, communications backhaul, current partnerships, and staff knowledge base in emerging mobility solutions to expedite project deployment and minimize project risks. • Supports the FDOT goal for mobility and safety, and addresses the mobility needs of pedestrian and bicyclists on the arterials. • Supports various major ongoing and future projects such as Tampa Bay Next, I-4 Ultimate, and I-4 Beyond the Ultimate. 10. Leveraging Existing ITS and ATMS 10.1 Freeway Management System The I-4 freeway management system (FMS) deployment is complete and includes cameras at every mile, detectors at every half-mile, DMS approaching every major interchange, fog and visibility sensors near Lakeland, and fiber network connections to all major cross streets. A redundant center-to-center (C2C) communication path is also established with the State ITS Communication Network (SICN)8. 10.2 Arterial Management System The cities of Tampa, Lakeland, and Orlando, as well as Hillsborough County, have fiber-optic networks on all major arterials within their respective city/county limits. These municipalities also have an extensive system of arterial CCTVs as well as travel time readers for monitoring signal performance. The cities of Tampa and Orlando also upgraded most of their traffic signal

Figure 6: Existing ITS Fiber Network (Source: Google Maps)

8 http://www.fdot.gov/traffic/its/Telecom.shtm 20

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controllers to be compatible with ATSPM and CV. Some of the arterial corridors have Arterial DMSs as well for motorist’s information. Figure 6 shows the existing I-4 and arterial fiber coverage in the I-4 FRAME project. 10.3 FDOT SunGuide® Integration SunGuide® Software is an advanced traffic management system software that allows FDOT to control and monitor roadside equipment and vehicle resources to facilitate traffic and incident management, disseminate traveler information to the motoring public via FL511, exchange critical information among agencies, and collect and report data regarding the operation of Florida's transportation system. This software is already enabled with the capability to transmit and receive BSMs via RSUs by transmitting messages in the SAE J2735 format. SunGuide® is an open architecture platform that enables users to manage multiple subsystems by creating a third-party module. FDOT and local agencies will leverage existing SunGuide® center-to-center communication capabilities to support RTMC to RSU communication throughout the I-4 FRAME project. 10.4 Florida 511 Advanced Traveler Information System Integration FL511 is a website and mobile application that provides real-time traffic information to travelers. FL511 is an integral part of Florida's TSM&O program, enhancing the safety and mobility of people and goods, economic competitiveness, and the quality of our environment and communities by serving commuters, tourists, commercial vehicle operators, and evacuees. FL511 is bilingual and offers users information in English and Spanish. These capabilities allow Florida's diverse population to better receive travel information. I-4 FRAME will leverage the use of this system to disseminate real-time traffic information to I-4 and arterial travelers in addition to sharing traffic information with private third-party information service providers such as Waze and HERE. 10.5 Data Integration and Video Aggregation System (DIVAS) FDOT has a database contract in place through DIVAS. The database repository and server are housed within the Orlando RTMC. DIVAS will streamline data processing, enable video aggregation, and improve FDOT’s ability to share data with third parties by creating a centralized location for accessing FDOT data. DIVAS will also serve as an engine to supply data to the FL511 system and develop a third-party data feed to obtain data and video to and from the FDOT districts and local agencies. The I-4 FRAME project will leverage the use of DIVAS to provide real-time traffic information to and from RSUs and OBUs. 10.6 Waze, HERE Data Integration FDOT already partners with Waze and HERE to share traffic information. DIVAS will enable other private developers to access/share information, innovate, and develop third-party applications. The FDOT ITS data will also be accessible via DIVAS.

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10.7 Truck Parking Data Integration Within I-4 FRAME project limits, there is one rest area with truck parking that is connected to the FDOT wide area network. The I-4 FRAME will integrate this data for real-time freight operation and parking availability information collection and dissemination. 11. I-4 FRAME Implementation Schedule Figure 7 provides the preliminary schedule for I-4 FRAME beginning with notice of project selection and intended award. FDOT is in the process of procuring the I-4 FRAME System Manager outside the scope of the grant application. Work on early systems engineering documents can start as soon as the ATCMTD grant cooperative agreement is executed and FDOT is authorized to proceed.

Figure 7: I-4 FRAME Preliminary Schedule 12. Support and Leveraging USDOT ITS Initiatives The USDOT ITS Strategic Plan identifies two strategic priorities: • Realizing Connected Vehicle Implementation

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• Advancing Automation The I-4 FRAME will expand CV/V2I coverage to I-4 and supporting arterial roadways. Additionally, I-4 FRAME will innovate beyond the CV use cases currently being implemented in the Tampa/THEA CV Pilot Deployment Project. The I-4 FRAME project supports all five themes of the USDOT ITS Strategic Plan strategic priorities: • Enable safer vehicles and roadways • Enhance mobility • Limit environmental impacts • Promote innovation • Support transportation connectivity Finally, the USDOT ITS Strategic Plan identifies six program categories: • Connected Vehicles – Primarily focuses on adoption and eventual deployment of the system. • Automation – Focuses on topics related to automated road-vehicle systems and related technologies which transfer some amount of vehicle control from the driver to the vehicle. • Emerging Capabilities – Focuses on future generations of transportation systems. • Enterprise Data – Continues existing efforts in operational data capture from stationary sensors, mobile devices, and CVs and expands into research activities involving the development of mechanisms for housing, sharing, analyzing, transporting, and applying those data for improved safety and mobility across all modes of travel. • Interoperability – Focuses on how to ensure effective connectivity among devices and systems. • Accelerating Deployment – Advances the work from adoption to wider-scale deployment in coordination with several other USDOT agencies. The I-4 FRAME project directly supports the Connected Vehicle, Emerging Capabilities, Enterprise Data, and Accelerating Deployment program categories. FDOT has had a long history of standards and specification-based ITS deployment ensuring interoperability of products from multiple vendors. 13. Correlation of USDOT Technologies, Goals, Focus Areas and Objectives Tables 3 through 6 summarize the USDOT ATCMTD technologies, goals, focus areas and objectives that are addressed in and supported by the I-4 FRAME project. Table 3: USDOT Technologies Supported by I-4 FRAME

USDOT Technologies How Addressed in I-4 FRAME • Existing systems incorporating I-4 FRAME features: Advanced traveler www.FL511.com website and mobile applications; FL511 information systems Smart Phone Applications; DMS along I-4

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USDOT Technologies How Addressed in I-4 FRAME • New I-4 FRAME systems: Approximately 700 V2I RSUs for SPaT and Broadcast Travel Messages; approximately 670 OBUs and an OBU emulator to receive SPaT and travel messages I-4 FRAME includes ICM and integration with FDOT RTMC in Districts One/Seven, Five, and FTE. I-4 FRAME also includes Advanced transportation installation of ATSPM on selected corridors. ATSPM can assist management technologies with condition assessment of controllers and detectors as well as provide indication of the efficiency of traffic signal operations. Advanced public Transit signal priority is envisioned on corridors in Tampa and transportation systems Orlando. Transportation system CV and ATSPM data will be collected, analyzed, and converted performance data collection, to information for both traveler information and management analysis, and dissemination decision-making systems. systems Advanced safety systems envisioned in I-4 FRAME include SPaT BSM, queue warning, lane-closure advisories, work zone Advanced safety systems advisories, speed advisories, speed harmonization, pedestrian safety applications, and others. Transit signal priority is envisioned to improve transit Advanced mobility and information and travel time reliability. Needs and technologies access technologies to support access to Port Tampa Bay will also be assessed during the Concept of Operations development. Table 4: USDOT Goals Supported by I-4 FRAME

USDOT Goals How Addressed in I-4 FRAME Cost of transportation will be reduced due to fewer crashes Reduced Costs and more reliable travel time and speeds. It is expected air quality benefits will result from fewer lane Environment Benefits closures on I-4 and more efficient signalized arterials. Outcome-based operational performance measures applied to Operational Performance I-4 FRAME include travel time reliability, throughput, delays, and lane clearance times. Outcome-based operational performance measures applied to Crash Frequency and I-4 FRAME include primary and secondary crash reduction Severity Reduction through queue warning, SPaT, speed harmonization and other CV applications. RSU along I-4 and at signalized intersections will broadcast SAE Real-Time Information J2735 traffic and SPaT messages to vehicles equipped with on- board units.

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USDOT Goals How Addressed in I-4 FRAME Roadway asset monitoring is not part of this project. However, Asset Monitoring new ITS/CV roadside features will be added to FDOT’s ITS asset management, maintenance and replacement systems. The project goal of reducing impacts of non-recurring Economic Benefits congestion will improve delivery of goods and services along the project corridor. Depending on the outcome of final design, approximately 700 V2V/V2I Acceleration RSUs are expected to be deployed along I-4 FRAME routes. I-4 FRAME CV applications will be integrated into the TSM&O Integration into TSM&O planned approach for freeway and arterial management. I-4 FRAME work plan and budget include before and after Evaluation evaluation by UCF, USF/CUTR, FPU, and UF. I-4 FRAME already is emulating other projects including the I- 75 FRAME project, the US 90 SPaT project, the Tampa/THEA CV Pilot Project, and projects in the Orlando area. The intent of I-4 Reproducibility FRAME is to build upon and add features not available in the other projects. I-4 FRAME’s ICM strategies and technologies can be used by other agencies facing similar safety and mobility challenges. Table 5: USDOT Focus Areas Supported by I-4 FRAME

USDOT Focus Area How Addressed in I-4 FRAME Integrated Corridor I-4 FRAME is, at its core, a large ICM project involving multiple Management FDOT districts and local agencies. The arterial component of I-4 FRAME includes intersection CV for Intersections and SPaT and pedestrian technologies. These technologies will Pedestrians build upon projects in development in the Gainesville and Orlando regions. One of the stakeholders for I-4 FRAME is Port Tampa Bay. The I-4 connector, opened a few years ago, provides a direct connection from I-4 to the entrance of Port Tampa Bay. SR-60 is a freight corridor and has 84 signals which will be upgraded Freight Community System for freight signal priority with I-4 FRAME. Consideration of other freight community system options will be included during the Concept of Operations and Systems Engineering Management Plan development process. Infrastructure maintenance monitoring and condition Infrastructure Maintenance, assessment is not envisioned as a part of this project. Monitoring, and Condition However, new ITS/CV roadside features will be added to Assessment FDOT’s ITS asset management, maintenance and replacement systems. Rural Technology Portions of I-4 and portions of the arterial routes are Deployments considered rural. I-4 already has ITS infrastructure and visibility 25

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USDOT Focus Area How Addressed in I-4 FRAME sensors and warning system. Signals on rural routes on I-4 FRAME will be equipped with SPaT. Table 6: USDOT Objectives Supported by I-4 FRAME

USDOT Objectives How Addressed in I-4 FRAME I-4 is the major east-west commercial corridor between Tampa and Orlando. I-4 also provides access to some of the nation’s largest and most visited theme parks. I-4 is also the major National and Regional commute corridor into Tampa from the east and into Orlando Economic Vitality from the west. Improvement of safety and efficiency along this corridor will allow these major economic centers to continue to grow and thrive. Non-Federal funding sources equal the 50% matching requirement for an ATCMTD grant. Companion projects (see Non-Federal Funding Section III and Volume II for more details on companion Sources projects) are not included in this ATCMTD grant application. The companion projects will complement and be synergistic to the I-4 FRAME project. I-4 FRAME features several innovative approaches, most of which have been started or proven on other projects in Florida. The main “new” innovations include: Innovative Approaches • ICM on an inter-regional scale • RSU/SPaT in rural areas • Speed warning/speed harmonization on I-4 When selected, FDOT will deliver the outcomes in the final scope of work. FDOT has had a long history of delivering ITS outcomes, such as the completion of statewide ITS network; completion of RTMC in every district; implementation of Road Accountability for achieving Ranger Service Patrols; and, implementation of Rapid Incident measurable outcomes Scene Clearance contracts and services. I-4 FRAME will have a System Manager charged with delivering the technologies. FDOT will contract with USF/CUTR, UCF and FPU to conduct outcome-based performance assessments to validate the user needs from the Concept of Operations. Section III – Management Structure 1. I-4 FRAME Grant Recipient The Florida Department of Transportation (FDOT) is applying for and will be the recipient of the ATCMTD Grant funds, if awarded. FDOT has a long history of receiving and managing Federal- aid program and grant funds.

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2. I-4 FRAME Partners FDOT will actively partner with FHWA to carry out the I-4 FRAME technology deployments. FDOT has existing partnerships with local agencies as listed below. As part of this project, FDOT consulted with the local agencies for the potential to partner for I-4 FRAME. The response was unanimous. Extensive consultation with partners will continue through the concept of operations, systems engineering management plan, design, deployment, integration, testing, operations and maintenance phases with the following agencies: FDOT will be represented by several Offices: • Central Offices: Traffic Engineering Research Laboratory, Transportation Systems Management and Operations, Connected Vehicles and Arterial Management Program • District Traffic Engineering and Operations: Districts Seven, One, Five, and FTE. Signal maintenance agencies and other agencies that will have an active role in on-going operations and maintenance include: • Hillsborough, Polk, Osceola, and Orange Counties • Cities of Tampa, Plant City, Lakeland, Winter Haven and Bartow • Transit Agencies including HART, Citrus Connection, and Lynx • Tampa Hillsborough Expressway Authority Other local and private agencies will have a collaborative role, including: • Cities of Auburndale, Eagle Lake, Lake Alfred, Mulberry, and Reedy Creek Improvement District • Florida Highway Patrol (Troops C and D), City Police Departments, and County Sheriff’s Office • Local Toll Agencies, including Osceola County • Port Tampa Bay; Publix Warehouse; Strategic Property Partnership; and several theme parks • Private ride-sharing organizations such as Lyft and Uber • Rental car fleets in Tampa and Orlando. Metropolitan/Transportation Planning Organizations (MPO/TPO) have been engaged and will be active collaborators in the project, including: • Hillsborough County MPO • Polk TPO • METROPLAN Orlando Research universities that will be engaged for before and after studies include: USF/CUTR, FPU, UCF, and UF. FDOT District Seven will work with the Central Office to lead the group, develop the Concept of Operations, carry out the systems engineering management plan and project requirements, and will procure the I-4 FRAME System Manager. During fiscal year 2019-2020, FDOT will pursue the procurement of the services of the Systems Manger, which will be outside of the scope of this deployment and implementation effort. The System Manager will manage final design, implementation, integration, and verification testing. FDOT will establish memoranda of understanding with the local agencies and multi-jurisdictional partners, as needed, to help 27

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operate and maintain the arterial system technology deployment as well as RSUs and OBUs. Letters of support from these agencies are provided in Appendix 5 – Letters of Support. 3. Sub-Recipients All ATCMTD Grant funds will be received and managed by FDOT. Since I-4 and all other corridors identified in the I-4 FRAME ICM are on the Florida State Highway System, FDOT has the statutory authority to apply matching state funds. 4. I-4 FRAME Organizational Structure FDOT will develop and deliver I-4 FRAME through five major project delivery mechanisms, as follows: • FDOT Project Management: Project managed and procured. • System Manager: Stakeholder coordination, concept of operations, systems engineering management plan, design, plans, specifications, integration support and system verification. • Contactors and Vendors: Hardware and application development, installation and integration. • Universities: Before and after analyses and system validation. • FDOT Districts and RTMC: System operations and maintenance. •Stakeholder coordination •System Manager procurement Project •Equipment procurement Manageme nt •Progress meetings, reports, final report

•ConOps, SEMP, RTVM, Validation Plan •Integration and verification testing System* •Central system hardware and software Manager •*This is outside the scope of the I-4 FRAME ATCMTD Grant

•Furnish and install RSU and other roadside equipment •Furnish, install, and support OBU Contractors •Develop, furnish, and support OBU emulator and Vendors •Develop, furnish and install other applications

•Validation and before/after study plans •System validation study Universities •Before and after study

•Operate I-4 FRAME systems and applications FDOT •Maintain I-4 FRAME technologies RTMC

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Figure 8: I-4 FRAME Delivery Structure

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See Figure 8 for details. FDOT Project Management, Systems Manager, and FDOT RTMC cells are colored red because these delivery mechanisms will occur through FDOT personnel or other FDOT projects at no cost to the I-4 FRAME project. No ATCMTD funds are requested for these essential activities nor are they counted towards FDOT matching funds for I-4 FRAME. I-4 FRAME operations and maintenance is also colored red because these services will be performed through existing FDOT projects at no cost to the I-4 FRAME project. Additionally, no ATCMTD funds are being requested for local agency stakeholder staff as they participate in systems engineering for the project. ATCMTD grant funds will not be used for the System Manager, Contractors and Vendors who will deliver the project, and the three universities who will evaluate the results. These delivery mechanisms are colored blue in Figure 8. Section IV – Staffing Description Table 7 below lists the FDOT and university staff who will be involved in the project. Key staff are shown in italics. Detailed resumes of the key staff are provided in the Exhibit A – Resumes of Key Personnel. Table 7: Staff Descriptions (Key Staff in Italics)

Years of Staff Names Position Description Experience Raj Ponnaluri, PhD, PE, PTOE, FDOT State Connected Vehicles and Arterial 24 PMP Management Engineer Fred H. Heery Sr., PE FDOT State TSM&O Program Engineer 33 Clinton Smith, PE FDOT TSM&O Program Development Engineer 30 Christine Shafik, PE FDOT State ITS Software Engineer 11 Darryll Dockstader FDOT Research Center Manager 21 FDOT District 7 District Traffic Operations Ron Chin, PE 33 Engineer FDOT District 1 District Traffic Operations Mark Mathes, PE X Engineer Jeremy Dilmore, PE FDOT District 5 District TSM&O Engineer 14 Florida Turnpike Enterprise, District Traffic John Easterling, PE, PTOE 24 Operations Engineer Derek Vollmer, PE FDOT TERL Manager 10 Trustee Chair; Pegasus Professor and Chair Dr. Mohamed Abdel-Aty, PE Dept. of Civil, Environment and Construction 23 Engineering; Director, Future Cities Initiative Executive Director at Center for Urban Dr. Robert L. Bertini, PE 31 Transportation Research (CUTR) Senior Director, Special Projects, Florida Dr. Rahul Razdan 26 Polytechnic University Director, University of Florida Transportation Dr. Lily Elefteriadou Institute; Barbara Goolsby Professor, Civil and 26 Coastal Engineering 29

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Figure 9 shows the project organization chart.

TSM&O AND GEC FHWA DIVISION PROGRAM MANAGEMENT COORDINATION AND FRED HEERY, PE OVERSIGHT

ITS AND EXISTING PROGRAM MANAGER LOCAL AGENCY AND INFRASTRUCTURE RAJ PONNALURI, PhD, PE, MANAGEMENT PRIVATE PARTNERS PTOE, PMP Local Agencies CLINTON SMITH, PE • Hillsborough, Polk, Osceola,

and Orange Counties

SUNGUIDE AND SOFTWARE PROJECT MANAGER • Cities of Auburndale; Bartow; Eagle Lake; Lake MANAGEMENT FDOT DISTRICT 7 Alfred; Lakeland; Mulberry; CHRISTINE SHAFIK, PE RON CHIN, PE Winter Haven; Plant City;

Tampa CONSULTANT SUPPORT FOR PROJECT DESIGN, • Reedy Creek Improvement EQUIPMENT TESTING AND PROJECT MANAGER DEPLOYMENT, Districts • VERIFICATION FDOT DISTRICT 1 INTEGRATION, TESTING, Florida Highway Patrol and local law enforcements DEREK VOLLMER, PE MARK MATHES, PE AND DELIVERY • Hillsborough County MPO (TBD) • Polk TPO

• METROPLAN Orlando RESEARCH AND BEFORE PROJECT MANAGER Private Partners AND AFTER ANALYSIS FDOT DISTRICT 5 • Uber/Lyft/Rental and DARRYLL DOCKSTADER JEREMY DILMORE, PE Freight Fleets • HERE/Waze • Traffic Signal Services (TTS) PROJECT MANAGER • Florida Trucking Association UNIVERSITY OF CENTRAL • USDOT Crash Avoidance FLORIDA’S TURNPIKE FLORIDA Metrics Partnership (CAMP) DR. MOHAMED ADBEL-ATY JOHN EASTERLING, PE, PTOE

UNIVERSITY OF SOUTH FLORIDA DR. ROBERT BERTINI

FLORIDA POLYTECHNIC UNIVERSITY DR. RAHUL RAZDAN Legend:

FHWA Coordination FDOT Staff University Staff UNIVERSITY OF FLORIDA Consultant and Design Build Team Staff DR. LILY ELEFTERIADOU Local Agencies and Private Partners

Figure 9: Project Organization Chart

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Section IV – Exhibit A - Key Staff Resumes Supports Volume I, Section IV – Staffing Description

Exhibit A contains resumes of the following key staff:

• Raj Ponnaluri, PhD, PE, PTOE, PMP • Ron Chin, PE • Mark Mathes, PE • Jeremy Dilmore, PE • John Easterling, PE, PTOE

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RAJ V. PONNALURI, PHD, PE, PTOE, PMP

Experience 24 years in Training and Development, TSM&O, Traffic Engineering & Operations, ITS, Road Safety, Public Transport, Project Management and Procurement. Education BS, Civil Engineering, Jawaharlal Nehru Technological University, 1992 MS, Transportation Engineering, Duke University, 1995 MBA, Engineering. Management, University of Central Florida, 2001 PhD, Transportation Engineering, BIT Pilani, 2013 Diploma in Works and Equipment Procurement ITC-ILO, 2010 Certificate in Project Mgmt. of World Bank Projects – ITC-ILO, 2010

Registrations Professional Engineer, Florida 54634; Nevada 016963 Professional Traffic Operations Engineer Project Management Professional

Leadership Academies FDOT Leadership Academy ~ April 2016 Clark County Leadership Academy ~ February 2006

Major Awards FHWA, Road Safety Foundation, 2017, Florida’s Wrong-Way Driving ITE, 2017, Florida’s Wrong-Way Driving Initiative ITE, Edward A. Mueller Transportation Engineer of the Year, 2015 Florida’s Turnpike Customer Service Excellence, 2002 TransCore’s Individual Excellence, Team Member Awards, 1997- 2002

Associations Institute of Transportation Engineers (ITE) – Member American Society of Civil Engineers (ASCE) – Member Clark County Leadership Forum – Graduate Member Reviewer of Research Articles with TRB and Elsevier

Committees and Panels 1. Chair, The Working Group on ITS, AASHTO’s Committee on Transportation System Operations 2. Member, The Working Group on CAV, AASHTO’s Committee on Transportation System Operations 3. Member, Connected Vehicle Pooled Fund Study 4. NCHRP 20-05/Topic 47-15 Traffic Signal Preemption at Intersections near Highway-Rail Grade Crossings. 5. NCHRP 17-67/ Identification of Factors Contributing to the Decline of Traffic Fatalities in the United States

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Professional Synopsis Currently serving as the Connected Vehicle and Arterial Management Engineer within the State Traffic Engineering & Operations Office of the Florida Department of Transportation. Earlier, served as a Principal Civil Engineer at the Regional Transportation Commission of Southern Nevada, County Engineer of Polk County in Florida, Senior Traffic Engineer at the Florida’s Turnpike, Project Manager at TEI Engineers & Planners, and a Senior ITS Engineer at TransCore. More than 21 years of experience in areas of roads and highway safety; bus rapid transit systems (BRTS) – from conceptual frameworks through detailed project report preparation through construction, implementation and project management consulting (PMC); proposals preparation, work solicitation, contract management, and project management; research and training, project and tasks execution, formal presentations, and speaking engagements; managing technical projects, preparing reports, work plans, contracts, scopes of services, maintaining project budgets, and training staff on work performance. Served on management, engineering, and technical committees.

Publications Assessment of the Need for System Warrant in Addition to Local Warrants for Ramp Metering Installation. Best Paper Award. TRB Annual Meeting 2017. Homa Fartash, Mohammed Hadi, Yan Xiao, Raj Ponnaluri. Transportation Research Board, Washington, DC.

Modeling Wrong-Way Crashes and Fatalities and Arterials and Freeways. IATSS Research, in print.

Wrong-Way Driving Mitigation: A Holistic Approach in Florida, USA. Raj Ponnaluri, Fred Heery. ITE Journal, May 2016. Pp 43-47.

The Odds of Wrong Way Crashes and Resulting Fatalities: A Comprehensive Analysis. Accident Analysis & Prevention, Elsevier; Vol. 88, 2016; pp. 105-116.

Addressing Wrong-Way Driving as a Matter of Policy: The Florida Experience. Journal of Transport Policy, Elsevier; Vol. 46, Issue 1, Jan. 2016; pp. 92-100.

The Emotionally Intelligent Leader. ITE Journal, Volume 85, No. 7, July 2015. Institute of Transportation Engineers, Washington, D.C.

Modeling Road Traffic Fatalities in India: Smeed’s Law, Time Invariance and Regional Specificity; IATSS Research, Journal of the International Association of Traffic Safety and Sciences, Vol. 36, Issue 2, 2012; pp. 75- 82. 3

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Road Traffic Crashes and Risk Groups in India: Analysis, Interpretations and Prevention Strategies; IATSS Research, Journal of the International Association of Traffic Safety and Sciences, Elsevier; Vol. 35, Issue 2, 2012; pp. 104-110.

Sustainable Bus Rapid Transit Initiatives in India: The Role of Decisive Leadership and Strong Institutions; Journal of Transport Policy, Elsevier; Vol. 18, Issue 1, Jan. 2011; pp. 269-275.

Road Crash History in India: Urgent Need for Action. Paper published in TRB’s Transportation Research Record No. 2114, Nov. 2009. Paper presented at the 88th Annual Meeting of Transportation Research Board, Washington DC, January 2009.

Road Traffic Injuries: Vulnerable Population Groups in South Asia. Paper Presentation at Transforming Transportation 2009 Conference, World Bank and World Resources Institute, Washington, DC, USA; January 15, 2009.

Transit Station Design - Rider Preferences and Best Practices; Lessons from the American Southwest and Beyond. ITE Web Journal, Institute of Transportation Engineers, Washington, D.C.; 2006.

Operation Effectiveness of Speed Hump in Traffic Calming. ITE Journal, Volume 75, No. 7, July 2005. Institute of Transportation Engineers, Washington, D.C.

Connecting Interior India to Urban and City Centers. RITES Journal Volume 8, Issue 2: August 2006 – A special number on “Focus on Mobility, Transportation and Attendant Infrastructure”.

Building a Successful Transportation Organization. Paper presented at ITE International Conference in Monterey, California, March 2001; Published in Conference Proceedings.

Performance Considerations and Human Capital in Transportation Project Management. Paper presented at Transportation Research Board’s Annual Meeting in Washington, January 2006. Published in Conference Proceedings.

Design Dilemma in Speed Limit Determination. Paper presented at ITE International Conference in Philadelphia, Pennsylvania, USA (August 2002); Published in Conference Proceedings. 4

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Four Lenses of Work Zone Safety. Poster Presentation at 7th World Safety Conference, Vienna, Austria, June 2004. Published in Abstract Compendium.

Understanding Traffic Problems in Urban India – A March toward Infrastructure Development. Paper presented and published in Conference Proceedings. Bengal College of Engineering & Science, Shibpur, January 2007.

Passenger Amenities at Bus Stations. Paper presented and published in Conference Proceedings. Bengal College of Engineering & Science, Shibpur, January 2007.

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RONALD ANDRE CHIN, PE

Work Experience: District Traffic Operations Engineer, District Traffic Operations Office Florida Department of Transportation, District Seven, Tampa. Administer the District Seven Traffic Operations Program in accordance with the policies, procedures, and rules of the Florida Department of Transportation. Lead and direct staff to ensure accomplishment of departmental duties and continuous organizational improvement. Manage the overall training and human resources development program for Traffic Operations. Develop and manage the annual operating budget for the Traffic Operations Cost Center. Direct and manage the development and implementation of the Traffic Operations and Safety portion of the Department’s Work Program to solve traffic operational and safety problems using State and Federal funds utilizing Department Standards and the Manual on Uniform Traffic Control Devices. Direct the development of traffic engineering studies, analyses, and reports regarding traffic operational problems, including crash investigations, signal warrants, and access management. Direct the development, implementation, and operation of an Intelligent Transportation System (ITS), and Automated Traveler Information System (ATIS), a Traffic Incident Management System (TIMS) and a freeway service patrol program (Road Rangers). Direct activities related to traffic signal systems optimizations, signal timing, highway signing and markings, traffic regulations, traffic signal maintenance agreements and traffic data collection. Oversee the selection and management of traffic engineering consultants which support Traffic Operations programs and activities. Serve on District Consultant Selection Committees and Access Management Review Committees as required. Represent the Department in public meetings, workshops, and hearings in technical forums with other agencies and stakeholders regarding Traffic Operations programs and issues.

District Design Engineer, District Design Office Florida Department of Transportation, District Seven, Tampa. Administers the activities of the District Design section which includes the subsections of Roadway Design, Structures Design, Surveying & Mapping, Drainage Design, Traffic Design, Utilities, Environmental Permitting, and Consultant Project Management. Establishes a working environment to enhance productivity and efficiency; promotes the department’s business model; and contributes to the success of the department’s goals, mission and vision. Provides design guidance that is consistent with FDOT policies and procedures. Supervises and directs the development of all plans prepared by the District Design section for letting. This includes, but is not limited to, all roadway plans, structural plans, signing and pavement marking plans, signalization plans, lighting plans, landscape plans, utility work by 6

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highway contractor plans, mitigation plans and architectural plans. (Plans may be prepared by in-house forces or by consultants hired by the Department.) Ensures all designs and contract plans are developed with a high level of quality, with an emphasis on cost effective and economical products that are in accordance with applicable federal regulations, state laws, and FDOT policy, criteria and standards. Incorporates technological improvements and innovations into designs and plans production to increase efficiency and effectiveness.

District Construction Support Manager, District Constriction Office Florida Department of Transportation, District Seven, Tampa. Direct and supervise a staff of engineers, surveyors, administrative managers and support personnel in management of the District Construction Office policies and procedures. Such staff and policies include: The District Contracts Manager in charge of plans routing, construction contract changes and final estimates; the District Construction Services Administrator in management of all plans production requirements, the District Construction Survey Crew Chief, the District Construction Training Administrator and the District Equal Employment Opportunity Compliance Manager. Develop policies and procedures for operation of the District Construction Office programs and functions. Review the evaluations and recommendations made by the Resident Engineers for settlement of contract time extensions, supplemental agreements, specification changes, Engineering Analysis Reports, claims and recommend approval to the District Constriction Engineer. Provide oversight and administration of Local Agency Program (LAP) projects during their construction phases.

In-house Roadway Design Production Leader, Roadway Design Section Florida Department of Transportation, District Seven, Tampa. Responsibilities include selecting and assigning projects for 10 professional staff engineers based on staff power availability. Scheduling and forecasting production readiness dates for design projects to upper administration. Provide services to other technical disciplines to include Project Management, Maintenance, Construction, Project Development and others as required. Estimate and negotiate roadway design services for consultant contracts. Provide quality control plan reviews and issue guidance to consultant engineers as required. Interview, select and hire employees as required. Perform functions of the District Roadway Design Engineer in his absence.

Professional Engineer II, Roadway Design Unit Florida Department of Transportation, District Seven, Tampa

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Function as the District Pavement Design Engineer responsible for the review, design, and preparation of flexible pavements for in-house and consultant produced Roadway Construction Plans. Review complex roadway design projects produced by FDOT design personnel and consultants for consistency with current roadway design standards contained in AASHTO publications, FHWA criteria, the Plans Preparation Manual, the Florida Green Book, and appropriate standard indices. Responsible for the supervision of pavement design staff. Review Scopes of Services for roadway design projects and provide input as required. Prepare roadway plans, man-hour estimates, and assist in Consultant/Department negotiations as required. Function as a Project Manager and Design Team Leader in responsible charge to direct and supervise roadway design staff to expedite the plans production process for assigned Roadway Design Projects.

Education: College of Engineering, University of South Florida; Tampa, Florida 33620 Civil Engineering, B.S., May 1986 Civil Engineering, M.C.E., May 1997 (Major: Transportation, GPA: 4.0) Additional Qualifications: FDOT Leadership Academy (1996); AASHTO National Leadership Transportation Institute (2017); Karass Negotiations Workshop (2006); FDOT Innovators! Member (Since 2011)

Registrations: Professional Engineer, State of Florida, P.E. No.: 43897, Since 1991

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RYAN KEITH SLATER, PE

Work Experience: FLORIDA DEPARTMENT OF TRANSPORTATION 2000 - Present Professional Engineer - District Traffic Operations Engineer (01/17 - Present) Department: District Traffic Operations Office Direct and manage the District One Traffic Operations Office overseeing 43 full time employees. (32 department staff and 11 General Engineering Consultants). Two focus areas that are used to improve safety and mobility within District One are Traffic Safety/Services and Transportation Systems. Traffic Safety and Service office is comprised of Traffic Studies, Access Management, Safety and Operational Traffic Design Units. These offices review, develop and program projects for the Department Five-Year Work Program. Transportation Systems Management and Operations (TSM&O) is comprised of ITS Project Management, Freeway Operations and Arterial Operations. The ITS Project Management unit scopes, manages and delivers Design-Build ITS projects to establish a dynamic ITS infrastructure to manage mobility. The Freeway and Arterial Operations units operate and manage this infrastructure to efficiently manage and measure mobility of transportation within our District’s 12 county area.

Professional Engineer- Traffic Services Program Engineer (01/16 – 01/17) Department: District Traffic Operations Office • Senior Manager responsible for Traffic Services Unit which consisted of 15 full time employees (12 full-time state employees and three full time General Engineering Consultants). • Senior Manager overseeing the Traffic Studies Unit which coordinated, reviewed and analyzed speed studies, traffic signal warrants and roundabout analyses. These efforts required extensive coordination and communications with public and private groups sometimes requiring participation and/or presenting during meetings. • Senior Manager overseeing the Access Management Unit with the primary responsibility of balancing access with mobility. This group reviewed all permits and projects to ensure this balance was consistent throughout District One's 12 counties area. • Senior Manager overseeing the Traffic Services Operational Unit, which fields traffic signal, pavement marking and signing requests from citizens, local governments, Department’s Operation Center personnel, Traffic Operation’s Safety Office and upper level management. These requests were reviewed per the MUTCD, Florida Administrative Code and the Department's design standards for potential field changes. These improvements were installed using several signing and painting contracts or via the Traffic Operation's Push-Button Contract. Due to the 9

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construction and operational nature of these responsibilities, this section of Traffic Operation worked closely with District Construction, District Maintenance, and all four major Operation Center throughout the District. • Coordinated and established traffic policies as directed by the District Traffic Operations Engineer. • Often met with City/County Government Officials and staff to discuss traffic policies and possible solutions for their respective city’s and/or county’s traffic problems.

Professional Engineer- District Traffic Design Engineer/Production Unit (09/12 – 01/16) Department: District Design Office • Senior Manager responsible for Traffic Plans Production and Review Unit which consisted of 9 full-time employees. Coordinated and established traffic plans design policies as directed by State Design Engineer and District Design Engineer. Often met with city and county government officials and staff to discuss traffic design and possible solutions for their respective city’s and/or county’s traffic problems. Coordinated Traffic Plan reviews for all permits, 3R, Reconstruction and Design-Build projects (one General Engineer Consultant). • Engineer of Record for Traffic Plans let by the District’s In-house Traffic Plans Production Unit. Also serve as expert witness for Order of Takings and traffic design relate issues as needed. • Senior Manager of the Traffic Plans Design Unit required managing of one direct supervisor, seven Traffic Plans Project Managers (two General Engineer Consultants). This unit supported District Design and District Construction with the scoping, managing and designing of traffic plans for 3R, Reconstruction and Design Build projects in accordance with Manual on Uniform Traffic Control Devices (MUTCD), department standards and specifications. Provided support to all Operation Centers as traffic plans advisor for Request for Information (RFI) from contractors and CEI staff on inhouse, consultant, Design-Build projects. Professional Engineer – Assistant Traffic Operation Engineer/Production Unit (07/08 – 09/12) Department: District Traffic Operation Office • Senior Manager responsible for Traffic Plans Production Unit and Traffic Plans Operational Unit • Minor Roadway Design Unit, which consisted of 16 full time employees. • Coordinated and established traffic plans design policies as directed by State Traffic Operations Engineer and District Traffic Operations Engineer. Often met with city and county government officials and staff to discuss traffic design and possible solutions for their respective city’s and/or county’s traffic problems. Senior Manager and coordinate traffic plan reviews for all permits, 3R, Reconstruction, and Design-Build projects. 10

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• Engineer of Record for traffic plans let by the District’s In-house Traffic Plans Production Unit. • Senior Manager of the Traffic Plans Design Unit required managing of one direct supervisor, seven Traffic Plans Project Managers (two General Engineer Consultants). This unit supports District Design and District Construction with the scoping, managing and designing of Traffic Plans for 3R, Reconstruction and Design Build projects in accordance with Manual on Uniform Traffic Control Devices (MUTCD), department standards and specifications. Provided support to all Operation Centers as Traffic Plans advisor for Request for Information (RFI) from contractors and CEI staff on in-house, consultant, Design-Build projects. • Senior Manager of the Minor Roadway Design Unit required managing of one direct supervisor and two Project Managers. This unit manages the department’s Work Program for the following department programs: Safe Route to School, Safety Projects requested by Traffic Operation Safe Office, Enhancement Projects and Transportation Concurrency Management System (CMS) Funds. This required close coordination with Work Program Office, counties, cities, Traffic Operation Safety Office, Department Liaisons, District Estimates Office, District Construction and all three major Operation Centers. • Senior Manager of the Traffic Plans Operational Unit required managing of one direct supervisor, two Traffic Plans Project Managers, one Push Button Project Manager and one technician. This unit fielded traffic signal, pavement marking and signing requests from citizens, local governments, department’s Operation Center personnel, Traffic Operation’s Safety Office and upper level management. These requests were reviewed per the MUTCD, Florida Administrative Code and the Department's design standards for potential field installation. These improvements were installed using several signing and painting contracts or via the Traffic Operation's Push-Button Contract. This section of Traffic Operation worked closely with District Construction and all three major Operation Centers.

Professional Engineer - Senior Project Manager/Engineer (03/08 – 07/08) Department: District Design/ District Project Management Office Managed approximately $20 million of Consultant Design projects. Management of these consultant projects included developing Scope of Service, negotiating staff hours, coordinating design activities, processing invoices and maintaining schedule for mailing plans.

Professional Engineer - Project Manager/Engineer (02/06 - (03/08)

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Professional Engineer Trainee - Senior Trainee Phase/Project Manager (05/04 – 02/06) Department: District Environmental Management Office Responsible for preparing scopes, negotiating and managing P.D.&E. Projects (Consultants). Provided design and construction reviews for P.D.&E. projects

Professional Engineer Trainee - Senior Trainee Phase/Project Manager (06/03 – 05/04) Department: District Roadway Design Responsible for project management and design of highway reconstruction and resurfacing projects. Prepared and checked pavement designs as District Pavement Design Manager. Conducted CADD training classes to enhance CADD technicians' knowledge of GEOPAK and Microstation for District Design.

EDUCATION Florida Professional Engineer License (No. 63861)/E.I.T. Certification (No. 1100005846) North Carolina Professional Engineer License (No. 032285/Inactive) Florida Department of Transportation Supervisor Academy/Management Academy/Leadership Academy Construction Training Qualification - QC Manager F.D.O.T. Project Manager Training/F.D.O.T. Value Engineering Training Florida Department of Transportation Training Classes University of South Florida, B.S. - Civil Engineering Awarded in December 1999 Polk Community College, A.A. - Engineering Awarded in May 1996 Bartow Senior High School, Graduated June 1989

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JEREMY DILMORE, PE

Experience: Mr. Dilmore has more than 14 years’ experience working at FDOT District Five. He is currently the District’s TSM&O Program Administrator. In this position he oversees the development, operations, and maintenance of District Five’s Intelligent Transportation System. He also serves as the Operations Lead for the Ultimate I-4 and Beyond Ultimate I-4 project. He has a background in simulation modeling based on graduate work at the University of Central Florida.

Education: BSME, University of Central Florida MSCE, University of Central Florida

Professional License: Professional Engineer, FL #67510

Publications: Abdel-Aty M., Dilmore J. and Hsia L. (2006) Applying Variable Speed Limits and the Potential for Crash Migration, Journal of the Transportation Research Board, No. 1953, pp. 21-30.

Abdel-Aty M., Dilmore J. and Dhindsa A. (2006) Evaluation of Variable Speed Limits for Real-Time Freeway Safety Improvement, Accident Analysis and Prevention, Elsevier, Volume 38, issue 2, pp. 335-345.

Abdel-Aty M., Dos Santos C., Gayah V., Dhindsa A. and Dilmore J. (2006) The Potential of ITS Applications to Reduce Crash Potential on Urban Freeways using Micro-Simulation, Proceedings of the International Symposium of Transport Simulation 2006 (ISTS06), Lausanne, Sep 2006.

ITS Specific Projects: I-4 Integrated Corridor Management The project includes the development of response plans, hardware deployment, software development, and model development to support the 50 miles of I-4 and the beltway surrounding the Greater Orlando Area. Jeremy has overseen all aspects of the project for the District in his current role. SR 434 Connected Vehicle Pilot The project includes the implementation of 6 Dedicated Short-Range Communication Radios running Emergency Vehicle Preemption, Transit Signal Priority, and Signal Phasing and Timing in Seminole County along SR 434. Jeremy has overseen all aspects of the project for the District in his current role. Connecting East Orlando Communities

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The project includes the implementation of 38 Dedicated Short-Range Communication Radios running Emergency Vehicle Preemption, Transit Signal Priority, Curved Speed Warning, Right Turn in Front of Bus, Ped-Sig, and Signal Phasing and Timing, Transit Kiosks, Parking Management, and an Autonomous Shuttle to support the safer and more efficient movement of residents of East Orlando. Jeremy has overseen all aspects of the project for the District in his current role. Connecting East Orlando Communities Applications The project includes the development of an engine to optimize route and modal choice for residents of East Orlando. It also includes the development of an application module to provide information like a Basic Safety Message. Jeremy has overseen all aspects of the project for the District in his current role. I-4 Ultimate The project is a 21-mile reconstruction of I-4 through the Downtown Orlando. It includes the application of managed lanes and ramp meters in addition to maintaining the existing ITS, including service patrol, DMS, MVDS, and CCTV. The project is a PPP and is currently in acquisition. Served as the Department’s Operations Lead during development overseeing the development of the simulation modeling including validation, calibration, and use, development of the traffic and revenue report Currently serves as the ITS Lead overseeing systems engineering, service patrol, ITS operations, ITS design, and ITS inspection. Beyond I-4 Ultimate The project is over 40 miles of reconstruction of I-4 through the attractions area and residential areas east and west of Downtown Orlando. It includes the application of managed lanes in addition to maintaining the existing ITS, including service patrol, DMS, MVDS, and CCTV. The project is currently in PD&E. Serves as the Department’s Operations Lead overseeing the development of design traffic, development of the simulation modeling including validation, calibration, and use. Daytona Area Smart Highways III The project included 90 miles of mainline Interstate ITS including DMS, MVDS, and CCTV, along with ADMS and CCTV along detour routes. Served as the Department’s Project Manager overseeing the final stages of construction, integration, and final acceptance Daytona Area Smart Highways IV The project included 25 miles of mainline Interstate ITS including DMS, MVDS, and CCTV.

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I-4 Florida’s Regional Advanced Mobility Elements

Served as the Department’s Project Manager, developed the ConOps, SEMP, RTVM, and RFP; reviewed plans, oversaw all of construction, integration, and final acceptance. Polk County Expansion The project included 4.5 miles of mainline Interstate ITS including DMS, MVDS, and CCTV. Served as the Department’s Project Manager developed the ConOps, SEMP, RTVM, and RFP; reviewed plans.

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I-4 Florida’s Regional Advanced Mobility Elements

John R. Easterling IV, P.E., PTOE

EXPERIENCE: March 2004 – Present Florida’s Turnpike Enterprise (FDOT), Pompano Beach, FL, Position: District Traffic Operations Engineer Currently serving as District Traffic Operations Engineer since August 2006, and previously as Assistant Traffic Operations Engineer from March 2004 until August 2006; During this time, responsibilities include the oversight and direction of the Turnpike’s Traffic Operations/ITS and safety programs, including: • ITS/TSM&O Work Program design and construction projects • Coordination of ITS program expansion associated with Managed (Express) lane implementation • Business Plan and Strategic Planning for the Traffic Operations/ITS Program • Operations of two Traffic Management Centers • Safety Service Patrol and Specialty Towing (wrecker) operations and contract management • ITS Performance-based Maintenance program development for ITS assets • ITS Renewal and Replacement plan development • Emergency Evacuation Planning (Southeast and Central Florida) • Review of Production projects for traffic control and traffic design standard compliance • Turnpike system-wide review of traffic operations and safety; identifying historical crash patterns • Fatal crash reviews and safety assessments, and development of improvement projects • Oversight and management of approximately 65 staff personnel provided by the Turnpike’s Traffic Engineering and Maintenance (TEAM) General Consultant

Mr. Easterling is the primary responsible manager for the Turnpike Enterprise in the Traffic Operations and ITS/TSM&O program areas. He represents the Turnpike in Statewide Traffic Operations and ITS meetings, including serving on the SunGuide software (TMC) Change Management Board, Florida’s Express Lane Working Team and the Statewide Express Lanes Software (SELS) Change Management Team. He is currently assisting the Turnpike in its development of SunTrax, a new test facility for electronic tolling, connected vehicle and automated vehicle technologies.

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Prior to joining Florida’s Turnpike Enterprise, he worked for several engineering firms whose primary client was the Florida Department of Transportation, among other public-sector agencies, for nine years. Previous roles included Project Manager and/or Task Leader in the completion of traffic engineering and transportation planning studies, ITS studies/documents, preliminary design plans, and traffic signal design plans. His experience includes technical project management, personnel management, client interaction, and public outreach. The following list outlines focus areas of experience in the many studies and project plan efforts:

• Traffic Operations: Traffic Operations/Safety Assessment Studies Signal Warrant Studies Access Management Evaluations Highway Capacity Analysis (intersection-level and corridor-level) Traffic Signal Design Plans Corridor Signal Timing Studies • Intelligent Transportation Systems: ITS Deployment Concept Studies Connected Vehicle/Automated Vehicle Research Concept Studies Traffic Incident Management (TIM) Team Facilitation Incident/Special Event Operational Planning ITS Existing and Planned Asset GIS/Database Development • Traffic Impact Analysis: Local Government Traffic Impact Studies Development of Regional Impact (DRI) Applications Transportation Concurrency Exception Area (TCEA) Traffic Analysis Reports Review of Comprehensive/Land Use Plan Amendment Traffic Impacts Concurrency Mitigation/Transportation Action Plans Impact Fee Determinations/Studies • Transportation Planning: Travel Demand Modeling PD&E Studies and Environmental Reports Interchange Justification Reports Transportation Demand Management Studies Congestion Management Studies Interstate Master Planning Area-wide Transportation Planning Studies • Parking Facility Analysis: Utilization and Demand Studies Parking Operations Improvement Studies • Geographic Information Systems (GIS): Transportation Asset

Management Prior work assignments to his employment with Florida DOT are as follows: April 2002 – March 2004: HNTB Corporation, Miami, FL Position: Senior Transportation Engineer 17

I-4 Florida’s Regional Advanced Mobility Elements

September 2001 – April 2002: Vanasse Hangen Brustlin (VHB), Miami Lakes, FL Position: Project Manager, Senior Traffic Engineer

June 1998 – September 2001 David Plummer & Associates, Fort Lauderdale, FL Position: Project Manager

May 1995 – June 1998 David Plummer & Associates, West Palm Beach, FL Position: Transportation Engineer

REGISTRATION: Professional Civil Engineer State of Florida - #55536 Professional Traffic Operations Engineer - #1102

EDUCATION: University of Miami Bachelor of Science in Civil Engineering, May 1995

PROFESSIONAL AFFILIATION: Institute of Transportation Engineers (ITE), member ITS Florida, President (2013) of Board of Directors

SPECIAL HONORS: Ben Watts Leader of the Year 2015, FDOT Ben Watts Leader of the Year 2008, FDOT ITS Champion of Year Award 2007, ITS Florida Eagle Scout, Boy Scouts of America, 1990

PUBLICATIONS: ITE Journal, March 2008, “Commercial Vehicle Driver Acceptance of Lane Departure Warning Systems,” co-authored with Mohammed Hadi, Ph.D., P.E., Joseph Schuerger, Ph.D. and Prasoon Sinha, P.E.

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Appendix 1 – Detailed Traffic Information

Supports Volume I, Section II, Part 3.1.

2018 Traffic Information Location Mile Point AADT Trucks 01_SR 400_I-4 EAST OF SR 45_NEBRASKA AVE 7.7 191,500 8.8% 02_SR 400_I-4 BETWEEN US 301 AND I-75 14.9 151,500 7.1% 03_SR 400_I-4 BETWEEN MANGO RD AND MCINTOSH RD 18.3 132,500 13.4% 04_SR 400_I-4 W OF COUNTYLINE RD 31.8 127,000 14.4% 05_SR400_I-4 NORTHEAST OF OLD COMBEE ROAD OVERPASS 29.5 92,000 13.1% 06_SR 400_I-4 EAST OF SR 559 21.6 97,000 15.3% 07_SR 400_I-4 NORTHEAST OF SR 25_US 27 31.2 131,000 13.4% 08_ON I-4 BETWEEN SR-532 AND SR-545 (ITS) 34.5 120,500 22.3% 09_ON I-4, 0.880 MI. E OF SR-535 43.5 235,000 6.5% 10_ON I-4, 0.4 MI. NE OF SR-482 (SAND LAKE RD) (ITS) 48.6 196,000 8.2% 11_ON I-4, W. OF US-441 (ORANGE BLOSSOM TRAIL) ITS 54.3 183,500 8.2% Average 150,700 11.9%

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Appendix 2 – I-4 News Articles Support Volume I, Section II, Part 3.2. Articles that describe I-4 as a most dangerous Interstate include the following:

1) STUDY: I-4 from Tampa to Daytona Beach named most dangerous highway in U.S. – WFLA https://na01.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.wfla.com%2Fnews% 2Fhillsborough-county%2Fstudy-stretch-of-i-4-between-tampa-daytona-most-dangerous-in- us%2F994965681&data=02%7C01%7Ctrey.tillander%40dot.state.fl.us%7C3901f9194fd04df4c6 b308d5ba033d66%7Cdb21de5dbc9c420c8f3f8f08f85b5ada%7C0%7C0%7C6366194454305231 17&sdata=h851kUrUSha58eLc4fBmaf%2FLSw6cPoRXGdKc1pXfB1c%3D&reserved=0

2) Most Dangerous Roads in America - Teletrac Navman https://na01.safelinks.protection.outlook.com/?url=https%3A%2F%2Fwww.teletracnavman.co m%2Finfographics%2Fmost-dangerous-roads-in- america&data=02%7C01%7Ctrey.tillander%40dot.state.fl.us%7C4b2633827f26447313c108d5b a03ba3f%7Cdb21de5dbc9c420c8f3f8f08f85b5ada%7C0%7C0%7C636619447529015215&sdata =X36c9HEUfY2vN1Nr2euCYu7bztF%2BBd9CseBEYqBnaqI%3D&reserved=0

3) Eight on Your Side: What's being done to improve safety on Interstate 4? – WFLA https://na01.safelinks.protection.outlook.com/?url=http%3A%2F%2Fwww.wfla.com%2Fnews% 2Ftraffic%2F8-on-your-side-whats-being-done-to-keep-you-safe-on-interstate-4- %2F1177622970&data=02%7C01%7Ctrey.tillander%40dot.state.fl.us%7Cb773d8a2b2b14e233c eb08d5ba030a80%7Cdb21de5dbc9c420c8f3f8f08f85b5ada%7C0%7C0%7C63661944457382908 6&sdata=wDMs4jdfbZ1UAHK0GRJ%2FUeB3qelA5lsjE98G0FrmgNk%3D&reserved=0

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Appendix 3 – Detailed Crash Data Supports Volume I, Section II, Part 3.2.

Crash Data statistics 1) Data for total crashes

East West Corridor Crashes Length Facilities Fatal Injury PDO Total (miles) SR-60 & Jackson Street 41.3 & 0.8 36 2,074 4,681 6,791 SR-574 & US 92 Baker Road 22 & 1.6 6 235 167 408 25 & 13 423 1,567 2,003 SR-574 US 92 & US 92 South 0.904 US 92 West 5.7 14 781 1,654 2,449 Selmon Expressway 8.1 3 161 413 577 SR-417 11.8 2 139 409 550 Osceola Parkway 1.6 0 87 173 260 SR-536 3.1 1 183 524 708 SR-528 4.5 0 171 543 714 SR-482 5.0 5 498 1,501 2,004 Central Florida Parkway 1.5 0 68 268 336 US 192 9.9 11 502 1,262 1,775 SR-570 24.3 3 141 393 537 I-275 and I-4 to SR-60 5.5 7 794 2,403 3,204 SR-574 I-4 to US 92 7.3 17 767 1,643 2,427 West Hillsborough Ave I-275 to 18 643 1,480 2,141 SR-589 5.6 US 92 West Hillsborough Ave 4 278 573 855 West Baker Junction 13.2

North-South Corridor Crashes Length Facilities Fatal Injury PDO Total (miles) US 27 17.3 12 404 872 1,288 SR-572 3.1 3 45 90 138 I-75 6.4 7 364 990 1,361 I-275 2.5 3 472 1,388 1,863 US 41 3.82 1 189 479 669 3

I-4 Florida’s Regional Advanced Mobility Elements

North-South Corridor Crashes Length Facilities Fatal Injury PDO Total (miles) US 301 5.3 4 322 722 1,048 I-4 Connector 0.85 1 2 21 24 SR-39 and SR-39A 7.7 7 162 685 854 Alexander and Park Road 4.5 3 107 338 448 SR-37/US 98 14 12 796 2,358 3,166 US 98S 7.9 6 230 417 653 SR-429 22.2 2 159 434 595 SR-91 18 15 475 1,497 1,987 SR-535 7.6 6 457 1,290 1,753 I-Drive 5.6 0 150 435 585 14.6 & 6 354 937 1,297 US 17 & US 17 Bifurcation 0.906 SR-60S Newport-West Hillsborough. 3 612 1,450 2,065 Ave 7.7 I-275 E Hillsborough. Ave to East 6 546 1,379 1,931 Fowler Ave 4.3 Selmon Expwy West Gandy 3 173 445 621 Boulevard 7.6 3.42 & 4 392 885 1,281 North Florida North Tampa 3.25 SR-573S Dale Mabry Highway 1.9 0 121 241 362 US 92 SR-60 to West Hillsborough 3 379 1,027 1,409 Avenue 3.6 310, Selmon Expressway to 1 203 458 662 Bloomindale Avenue 2.46

2) Data for bike/pedestrian crashes

East West Corridor Bike/Pedestrian Crashes Length Facilities Fatal Injury PDO Total (miles) 41.3 & 12 81 11 104 SR-60 & Jackson Street 0.8 SR-574 & US 92 Baker Road 22 & 1.6 0 0 0 0 25 & 4 27 5 36 SR-574 US 92 & US 92 South 0.904 US 92 West 5.7 5 29 7 41 4

I-4 Florida’s Regional Advanced Mobility Elements

East West Corridor Bike/Pedestrian Crashes Length Facilities Fatal Injury PDO Total (miles) Selmon Expressway 8.1 0 0 0 0 SR-417 11.8 1 1 0 2 Osceola Parkway 1.6 0 0 0 0 SR-536 3.1 1 2 0 3 SR-528 4.5 0 0 0 0 SR-482 5.0 1 21 2 24 Central Florida Parkway 1.5 0 5 1 6 US 192 9.9 0 18 3 21 SR-570 24.3 0 3 0 3 I-275, I-4 to SR-60 5.5 1 4 2 7 SR-574, I-4 to US 92 7.3 7 32 3 42 West Hillsborough Ave I-275 to 8 32 7 47 SR-589 5.6 US 92 West Hillsborough Ave 2 17 4 23 West Baker Junction 13.2

North-South Corridor Bike/Pedestrian Crashes Length Facilities Fatal Injury PDO Total (miles) US 27 17.3 1 5 0 6 SR-572 3.14 0 2 0 2 I-75 6.37 1 1 1 3 I-275 2.5 1 2 3 6 US 41 3.82 0 6 2 8 US 301 5.29 1 8 0 9 I-4 Connector 0.85 0 0 0 0 SR-39 and SR-39A 7.66 1 5 1 7 Alexander and Park Road 4.49 0 1 2 3 SR-37/US 98 14 3 42 10 55 US 98 South 7.91 2 9 0 11 SR-429 22.2 0 2 0 2 SR-91 18 4 3 1 8 SR-535 7.55 3 15 5 23 I-Drive 5.55 0 7 0 7 US 17 & US 17 Bifurcation 14.6 & 0.906 2 4 1 7

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I-4 Florida’s Regional Advanced Mobility Elements

North-South Corridor Bike/Pedestrian Crashes Length Facilities Fatal Injury PDO Total (miles) SR-60S, Newport to West 1 14 2 17 Hillsborough Avenue 7.7 I-275, East Hillsborough Ave to 2 4 1 7 East Fowler Avenue 4.3 Selmon Expressway /West 0 7 0 7 Gandy Blvd 7.6 North Florida/North Tampa 3.42 & 3.25 2 26 5 33 SR-573 S Dale Mabry Highway 1.9 0 6 1 7 US 92, SR-60 to West 0 9 6 15 Hillsborough Avenue 3.6 310, Selmon Expressway to 0 5 1 6 Bloomindale Avenue 2.46

3) Data for fog-related crashes

East West Corridor Fog-Related Crashes Length Facilities (miles) Fatal Injury PDO Total 41.3 & 0 5 17 22 SR-60 & Jackson Street 0.8 SR-574 & US 92 Baker Road 22 & 1.6 0 0 1 1 25 & 1 3 4 8 SR-574 US 92 & US 92 South 0.904 US-92 West 5.7 0 1 2 3 Selmon Expressway 8.1 0 0 1 1 SR-417 11.8 0 0 0 0 Osceola Parkway 1.6 0 1 0 1 SR-536 3.1 0 0 2 2 SR-528 4.5 0 1 2 3 SR-482 5.0 0 1 0 1 Central Florida Parkway 1.5 0 0 0 0 US 192 9.9 0 1 3 4 SR-570 24.3 0 3 2 5 I-275- I-4 to SR 60 5.5 0 0 0 0 SR-574, I-4 to US 92 7.3 0 2 6 8

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West Hillsborough Avenue I-275 0 1 0 1 to SR-589 5.6 US 92 West Hillsborough Ave 0 2 0 2 West Baker Junction 13.2

North-South Corridors Fog-Related Crashes Length Facilities Fatal Injury PDO Total (miles) US 27 17.3 0 4 7 11 SR-572 3.14 0 1 0 1 I-75 6.37 0 2 2 4 I-275 2.5 0 0 1 1 US 41 3.82 0 0 0 0 US 301 5.29 0 1 1 2 I-4 Connector 0.85 0 0 0 0 SR-39 and SR-39A 7.66 0 0 3 3 Alexander and Park Road 4.49 0 1 1 2 SR-37/US 98 14 0 4 4 8 US 98 South 7.91 0 3 1 4 SR-429 22.2 0 0 0 0 SR-91 18 0 2 7 9 SR-535 7.55 0 0 1 1 I-Drive 5.55 0 0 0 0 14.6 & 0 0 2 2 US 17 & US 17 Bifurcation 0.906 SR-60S Newport-West 0 2 2 4 Hillsborough Avenue 7.7 I-275, East Hillsborough Ave to 0 2 5 7 East Fowler Ave 4.3 Selmon Expressway/West 0 0 2 2 Gandy Boulevard 7.6 3.42 & 0 1 1 2 North Florida North Tampa 3.25 SR-573/S Dale Mabry Highway 1.9 0 0 1 1 US 92, SR-60 to West 0 1 2 3 Hillsborough Avenue 3.6 310, Selmon Expressway to 0 6 2 8 Bloomindale Avenue 2.46

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Appendix 4 – Transit Information Provides additional information supporting Volume I, Section II, Part 7.3*. 1) HART routes and signals HART Facilities Counts Jackson Street 8 US 92 West 10 W. Hillsborough Avenue I-275 to SR-589 19 SR-574 US 92 S 28 SR-60, S Newport-West Hillsborough Avenue 15 North Tampa 12 North Florida 14 40th Street 3 Total 109 2) LYNX routes and signals LYNX Facilities Counts Osceola Parkway 4 SR-536 2 SR-482 6 Central Florida Parkway 5 US 192 18 US 27 21 SR-535 9 I-Drive 3 Total 68 3) Citrus connection routes and signals Citrus Connection Facilities Signal Counts US 27 21 US 92/US 17/US 92 East 6 SR-574/US 92 9 US 17 29 SR-60 Bartow 1 US 37/US 98 32 SR-574/US 92 8

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SR-572 2 Total 108

*Since infrastructure provisions change upon award, FDOT will assess and modify the infrastructure needs presented in the Appendix and update the list accordingly.

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Appendix 5 – Support Letters Provides additional information supporting Volume I, Section III, Paragraph 2.

Appendix 5 includes support letters from the following organizations: • Central Florida Regional Transportation Authority (LYNX) • City of Lakeland • City of Plant City • City of Tampa • Florida Polytechnic University • Hillsborough Area Regional Transit (HART) • Hillsborough Metropolitan Planning Organization • Metroplan Orlando • Osceola County • Polk County • University of Central Florida • University of South Florida

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I-4 Florida’s Regional Advanced Mobility Elements