CN-550000-C9348.pdf

FINAL

AUGUST 22, 2011 A-1 FPID: 428740-1-32-01

EXHIBIT A

SCOPE OF SERVICES

FOR

Resurfacing, Rehabilitation, Restoration

FINANCIAL PROJECT ID. 428740-1-32-01

State Road (SR) 10 (US 90/ Mahan Drive)

From Apex Drive to East of County Road (CR) 59

DISTRICT THREE

LEON COUNTY

AUGUST 22, 2011 A- 2 FPID: 428740-1-32-01

1 PURPOSE __________________________________________________________12

2 PROJECT DESCRIPTION ___________________________________________13

2.1 Roadway (Activities 3.0, 4.0, and 5.0) _______________________________14

2.2 Drainage (Activity 6.0) __________________________________________16

2.3 Utilities Coordination (Activity 7.0) ________________________________17

2.4 Environmental Permits (Activity 8.0) _______________________________17

2.5 Structures (Activities 9.0 – 18.0) ___________________________________18

2.6 Signing and Pavement Markings (Activities 19.0 & 20.0) _______________18

2.7 Signals (Activities 21.0 & 22.0) ____________________________________18

2.8 Lighting (Not applicable to this project) _____________________________18

2.9 Landscape Architecture (Not applicable to this project) _________________18

2.10 Survey (Activity 27.0) ___________________________________________18

2.11 Photogrammetry (Not applicable to this project) _______________________19

2.12 Mapping (Not applicable to this project) _____________________________19

2.13 Geotechnical (To Be Provided by the Department) _____________________19

2.14 Architecture (Not applicable to this project) __________________________19

2.15 Noise Barriers (Not applicable to this project) ________________________19

2.16 Intelligent Transportation Systems (Not applicable to this project) ________19

2.17 Project Schedule ________________________________________________19

2.18 Submittals _____________________________________________________20

2.19 Provisions for Work _____________________________________________26

2.20 Services to be Performed by the DEPARTMENT ______________________33

3 PROJECT COMMON and PROJECT GENERAL TASKS ________________34

Project Common Tasks ____________________________________________________34

Project General Tasks _____________________________________________________36

3.1 Public Involvement _____________________________________________36

3.1.1 Community Awareness Plan ______________________________________36

3.1.2 Notifications ___________________________________________________37

3.1.3 Preparing Mailing Lists __________________________________________38

3.1.4 Median Modification Letters (Not applicable to this project) _____________38

3.1.5 Driveway Modification Letters (Not applicable to this project) ___________38

3.1.6 Newsletters (Not applicable to this project) ___________________________38

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________38

3.1.8 PowerPoint Presentations (Not applicable to this project) ________________38

3.1.9 Public Meeting Preparations (Not applicable to this project) _____________38

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) __38

3.1.11 MPO Meetings (Not applicable to this project) ________________________38

3.1.12 Web Site (Not applicable to this project) _____________________________38

3.2 Joint Project Agreements _________________________________________38

3.3 Specifications Package Preparation (Plans Update – Optional Services) ____38

3.4 Contract Maintenance ___________________________________________40

AUGUST 22, 2011 A- 3 FPID: 428740-1-32-01

3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) _______________________________________________________40

3.6 Prime Consultant Project Manager Meetings _________________________40

3.7 Plans Update Services (Optional Services) ___________________________40

3.8 Post Design Services ____________________________________________41

3.9 Electronic Delivery _____________________________________________42

3.10 Other Project General Tasks (Not applicable to this project) _____________43

4 ROADWAY ANALYSIS ______________________________________________43

4.1 Typical Section Package _________________________________________43

4.2 Pavement Design Package (To Be Provided by the DEPARTMENT) ______43

4.3 Access Management_____________________________________________43

4.4 Horizontal/Vertical Master Design Files _____________________________44

4.5 Cross Section Design Files________________________________________44

4.6 Traffic Control Analysis _________________________________________44

4.7 Master TCP Design Files (Not applicable to this project) ________________45

4.8 Design Variations and Exceptions __________________________________45

4.9 Design Report _________________________________________________45

4.10 Computation Book and Quantities __________________________________46

4.11 Cost Estimate __________________________________________________46

4.12 Technical Special Provisions ______________________________________46

4.13 Other Roadway Analysis (Not applicable to this project) ________________46

4.14 Field Reviews __________________________________________________46

4.15 Technical Meetings _____________________________________________46

4.16 Quality Assurance/Quality Control _________________________________46

4.17 Independent Peer Review (Not applicable to this project)________________46

4.18 Supervision ____________________________________________________46

4.19 Coordination ___________________________________________________46

5 ROADWAY PLANS _________________________________________________46

5.1 Key Sheet _____________________________________________________47

5.2 Summary of Pay Items Including Quantity Input ______________________47

5.3 Drainage Map (Not applicable to this project) _________________________47

5.4 Interchange Drainage Map (Not applicable to this project) _______________47

5.5 Typical Section Sheets ___________________________________________47

5.6 General Notes/Pay Item Notes _____________________________________47

5.7 Summary of Quantities __________________________________________47

5.8 Box Culvert Data Sheet (Not applicable to this project) _________________47

5.9 Bridge Hydraulics Recommendation Sheets (Not applicable to this project) _47

5.10 Summary of Drainage Structures ___________________________________47

5.11 Optional Pipe/Culvert Material ____________________________________47

5.12 Project Layout _________________________________________________47

5.13 Plan/Profile Sheet (Not applicable to this project) ______________________47

5.14 Profile Sheet (Not applicable to this project) __________________________47

5.15 Plan Sheet _____________________________________________________47

5.16 Special Profile (Not applicable to this project) ________________________47

5.17 Back of Sidewalk Profile Sheet (Not applicable to this project) ___________47

AUGUST 22, 2011 A- 4 FPID: 428740-1-32-01

5.18 Interchange Layout Sheet (Not applicable to this project)________________48

5.19 Ramp Terminal Details (Plan View) (Not applicable to this project) _______48

5.20 Intersection Layout Details (Not applicable to this project) ______________48

5.21 Miscellaneous Detail Sheets ______________________________________48

5.22 Drainage Structure Sheet (Per Structure) _____________________________48

5.23 Miscellaneous Drainage Detail Sheets _______________________________48

5.24 Lateral Ditch Plan/Profile (Not applicable to this project) _______________48

5.25 Lateral Ditch Cross Sections (Not applicable to this project) _____________48

5.26 Retention/Detention Ponds Detail Sheet (Not applicable to this project) ____48

5.27 Retention Pond Cross Sections (Not applicable to this project) ___________48

5.28 Cross-Section Pattern Sheet (Not applicable to this project) ______________48

5.29 Roadway Soil Survey Sheet (Not applicable to this project) ______________48

5.30 Cross Sections _________________________________________________48

5.31 Traffic Control Plan Sheets _______________________________________48

5.32 Traffic Control Cross Section Sheets (Not applicable to this project) _______48

5.33 Traffic Control Detail Sheets ______________________________________48

5.34 Utility Adjustment Sheets (Not applicable to this project) _______________48

5.35 Selective Clearing and Grubbing (Not applicable to this project) __________48

5.36 Erosion Control Plan ____________________________________________48

5.37 SWPPP _______________________________________________________48

5.38 Project Control Network Sheet ____________________________________48

5.39 Environmental Detail Sheets (Not applicable to this project) _____________48

5.40 Utility Verification Sheet (SUE Data) (Not applicable to this project) ______48

5.41 Quality Assurance/Quality Control _________________________________48

5.42 Supervision ____________________________________________________48

6 DRAINAGE ANALYSIS ______________________________________________49

6.1 Determine Base Clearance Water Elevation (Not applicable for this project) 49

6.2 Pond Siting Analysis and Report (Not applicable for this project) _________49

6.3 Design of Cross Drains (Not applicable to this project) _________________49

6.4 Design of Roadway Ditches (Not applicable to this project) ______________49

6.5 Design of Outfalls (Not applicable for this project) ____________________49

6.6 Design of Stormwater Management Facility (Offsite Pond) (Not applicable for this project)____________________________________________________50

6.7 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond or

Infield Pond) (Not applicable for this project) _________________________50

6.8 Design of Flood Plain Compensation Area (Not applicable for this project) _50

6.9 Design of Storm Drains (Not applicable to this project) _________________50

6.10 Optional Culvert Material ________________________________________50

6.11 French Drain Design (Not applicable for this project) ___________________50

6.12 Drainage Wells (Not applicable for this project) _______________________50

6.13 Drainage Design Documentation Report _____________________________50

6.14 Bridge Hydraulic Report (Not applicable for this project) _______________50

6.15 Temporary Drainage Analysis (Not applicable for this project) ___________50

6.16 Cost Estimate __________________________________________________50

6.17 Technical Special Provisions ______________________________________50

6.18 Other Drainage Analysis (Not applicable to this project) ________________50

AUGUST 22, 2011 A- 5 FPID: 428740-1-32-01

6.19 Field Reviews __________________________________________________50

6.20 Technical Meetings _____________________________________________50

6.21 Quality Assurance/Quality Control _________________________________50

6.22 Independent Peer Review (Not applicable for this project) _______________50

6.23 Supervision ____________________________________________________50

6.24 Coordination ___________________________________________________50

7 UTILITIES ________________________________________________________50

7.1 Kickoff Meeting (To Be Conducted by the DEPARTMENT) ____________51

7.2 Identify Existing UAO(s) _________________________________________51

7.3 Make Utility Contacts ___________________________________________51

7.4 Exception Coordination (To Be Conducted by the DEPARTMENT) _______51

7.5 Preliminary Utility Meeting (Not applicable to this project) ______________51

7.6 Individual/Field Meetings (Not applicable to this project) _______________51

7.7 Collect and Review Plans and Data from UAO(s) _____________________51

7.8 Subordination of Easements Coordination (To Be Conducted by the

DEPARTMENT) _______________________________________________52

7.9 Utility Design Meeting ___________________________________________52

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

Agreements ___________________________________________________52

7.11 Utility Coordination/Follow-up (To Be Conducted by the DEPARTMENT) _52

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT) _53

7.13 Additional Utility Services (To Be Conducted by the DEPARTMENT) ____53

7.14 Processing Utility Work by Highway Contractor (UWHC) (To Be Conducted by the DEPARTMENT) __________________________________________53

7.15 Contract Plans to UAO(s) ________________________________________53

7.16 Certification/Close-Out (To Be Conducted by the DEPARTMENT) _______53

7.17 Other Utilities __________________________________________________53

8 ENVIRONMENTAL PERMITS _______________________________________54

8.1 Preliminary Project Research ______________________________________54

8.2 Complete Permit Involvement Form (Not applicable to this project) _______54

8.3 Establish Wetland Jurisdictional Lines ______________________________54

8.4 Agency Verification of Wetland Data _______________________________56

8.5 Complete and Submit All Required Permit Applications (Not applicable to this project) _______________________________________________________56

8.6 Prepare Dredge and Fill Sketches per Agency Criteria (Not applicable for this project) _______________________________________________________56

8.7 Prepare USCG Permit Sketches per Agency Criteria (Not applicable for this project) _______________________________________________________56

8.8 Prepare Water Management District Right-of-Way Occupancy Sketches (Not applicable for this project) ________________________________________56

8.9 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project) ________________________________________56

8.10 Prepare Tree Permit Information ___________________________________56

8.11 Mitigation Coordination and Meetings (Not applicable for this project) ____59

8.12 Mitigation Design (Not applicable for this project) _____________________59

AUGUST 22, 2011 A- 6 FPID: 428740-1-32-01

8.13 Environmental Clearances, Reevaluations and Technical Support _________59

8.14 Environmental Clearances and Reevaluations (Refer to Section 8.13) ______59

8.15 Other Environmental Permits (Not applicable for this project) ____________59

8.16 Technical Meetings _____________________________________________59

8.17 Quality Assurance/Quality Control _________________________________60

8.18 Supervision ____________________________________________________60

8.19 Coordination ___________________________________________________60

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS ________________________________________________________60

9.1 Index of Drawings (Not applicable for this project) ____________________60

9.2 Project Layout (Not applicable for this project) _______________________60

9.3 General Notes and Bid Item Notes__________________________________60

9.4 Miscellaneous Common Details ___________________________________60

9.5 Incorporate Report of Core Borings (Not applicable for this project) _______60

9.6 Existing Bridge Plans (Not applicable to this project) ___________________61

9.7 Assembly of Computation Book and Quantities _______________________61

9.8 Cost Estimate __________________________________________________61

9.9 Technical Special Provisions (Not applicable for this project) ____________61

9.10 Field Reviews __________________________________________________61

9.11 Technical Meetings _____________________________________________61

9.12 Quality Assurance/Quality Control _________________________________61

9.13 Independent Peer Review (Not applicable for this project) _______________61

9.14 Supervision ____________________________________________________61

9.15 Coordination ___________________________________________________61

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 – 10.48 are not applicable for this project. ___________________________________________61

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable for this project. _______________________________________________________61

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE ___________________61

General Layout Design and Plans ________________________________________61

12.1 Overall Bridge Final Geometry (Not applicable to this project) ___________61

12.2 Expansion/Contraction Analysis ___________________________________61

12.3 General Plan and Elevation (Not applicable to this project) ______________61

12.4 Construction Staging (Not applicable for this project) __________________61

12.5 Approach Slab Plan and Details (Not applicable to this project) ___________61

12.6 Miscellaneous Details ___________________________________________61 End Bent Design and Plans and tasks 12.7 – 12.10 are not applicable for this project.61 Intermediate Bent Design and Plans and tasks 12.11 – 12.15 are not applicable for this project. _______________________________________________________62 Miscellaneous Substructure Design and Plans and task 12.16 is not applicable for this project. _______________________________________________________62 Superstructure Design and Plans _________________________________________62

12.17 Finish Grade Elevation Calculation (Not applicable for this project) _______62

AUGUST 22, 2011 A- 7 FPID: 428740-1-32-01

12.18 Finish Grade Elevations (Not applicable for this project) ________________62 Cast-In-Place Slab Bridges _____________________________________________62

12.19 Bridge Deck Design (Not applicable for this project) ___________________62

12.20 Superstructure Plan (Not applicable to this project) ____________________62

12.21 Superstructure Sections and Details (Not applicable to this project) ________62 Prestressed Slab Unit Bridges ___________________________________________62

12.22 Prestressed Slab Unit Design (Not applicable to this project) _____________62

12.23 Prestressed Slab Unit Layout (Not applicable for this project) ____________62

12.24 Prestressed Slab Unit Details and Schedule (Not applicable for this project) _62

12.25 Deck Topping Reinforcing Layout (Not applicable for this project) ________62

12.26 Superstructure Sections and Details (Not applicable to this project) ________62

Reinforcing Bar Lists __________________________________________________62

12.27 Preparation of Reinforcing Bar List (Not applicable to this project) ________62 Load Rating _________________________________________________________62

12.28 Load Ratings __________________________________________________62

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13. 52 are not applicable for this project. ________________________________________62

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14. 60 are not applicable for this project. ______________________________________________63

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable for this project. ___________________________________________63

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable for this project. __________________________________________________________63

17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not applicable for this project. __________________________________________________________63

18 STRUCTURES - MISCELLANEOUS and tasks 18.1 – 18.22 are not applicable for this project. __________________________________________________________63

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________63

19.1 Traffic Data Analysis ____________________________________________63

19.2 No Passing Zone Study __________________________________________63

19.3 Reference and Master Design File __________________________________63

19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____63

19.5 Sign Panel Design Analysis _______________________________________63

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______63

19.7 Quantities _____________________________________________________64

19.8 Computation Book ______________________________________________64

19.9 Cost Estimates _________________________________________________64

19.10 Technical Special Provisions (Not applicable for this project) ____________64

19.11 Other Signing and Pavement Marking Analysis (Not applicable for this project) _______________________________________________________64

AUGUST 22, 2011 A- 8 FPID: 428740-1-32-01

19.12 Field Reviews __________________________________________________64

19.13 Technical Meetings _____________________________________________64

19.14 Quality Assurance/Quality Control _________________________________64

19.15 Independent Peer Review (Not applicable to this project)________________64

19.16 Supervision ____________________________________________________64

19.17 Coordination ___________________________________________________64

20 SIGNING AND PAVEMENT MARKING PLANS ________________________64

20.1 Key Sheet _____________________________________________________64

20.2 Summary of Pay Items Including CES Input __________________________64

20.3 Tabulation of Quantities __________________________________________64

20.4 General Notes/Pay Item Notes _____________________________________64

20.5 Project Layout (Not applicable for this project) _______________________64

20.6 Plan Sheet _____________________________________________________64

20.7 Typical Details _________________________________________________64

20.8 Guide Sign Work Sheet(s) ________________________________________64

20.9 Traffic Monitoring Site (Not applicable for this project)_________________64

20.10 Cross Sections (Not applicable for this project) _______________________64

20.11 Special Service Point Details (Not applicable for this project) ____________65

20.12 Special Details (Not applicable for this project) _______________________65

20.13 Interim Standards (Not applicable for this project) _____________________65

20.14 Quality Assurance/Quality Control _________________________________65

20.15 Supervision ____________________________________________________65

21 SIGNALIZATION ANALYSIS ________________________________________65

21.1 Traffic Data Collection (Not applicable for this project) _________________65

21.2 Traffic Data Analysis ____________________________________________65

21.3 Signal Warrant Study (Not applicable for this project) __________________65

21.4 Systems Timings (Not applicable for this project) _____________________65

21.5 Reference and Master Signalization Design File _______________________65

21.6 Reference and Master Interconnect Communication Design File (Not applicable for this project) ________________________________________65

21.7 Overhead Street Name Sign Design (Not applicable for this project) _______65

21.8 Pole Elevation Analysis (Not applicable for this project) ________________65

21.9 Traffic Signal Operation Report (Not applicable for this project) __________65

21.10 Quantities _____________________________________________________65

21.11 Cost Estimate __________________________________________________65

21.12 Technical Special Provisions (Not applicable for this project) ____________65

21.13 Other Signalization Analysis (Not applicable for this project) ____________65

21.14 Field Reviews __________________________________________________65

21.15 Technical Meetings _____________________________________________66

21.16 Quality Assurance/Quality Control _________________________________66

21.17 Independent Peer Review (Not applicable for this project) _______________66

21.18 Supervision ____________________________________________________66

21.19 Coordination ___________________________________________________66

AUGUST 22, 2011 A- 9 FPID: 428740-1-32-01

22 SIGNALIZATION PLANS ____________________________________________66

22.1 Key Sheet _____________________________________________________66

22.2 Summary of Pay Items Including CES Input __________________________66

22.3 Tabulation of Quantities __________________________________________66

22.4 General Notes/Pay Item Notes _____________________________________66

22.5 Plan Sheet _____________________________________________________66

22.6 Interconnect Plans (Not applicable for this project) ____________________66

22.7 Traffic Monitoring Site (Not applicable for this project)_________________66

22.8 Guide Sign Worksheet (Not applicable to this project) __________________66

22.9 Special Details (Not applicable to this project) ________________________66

22.10 Special Service Point Details (Not applicable for this project) ____________66

22.11 Mast Arm/Monotube Tabulation Sheet (Not applicable for this project) ____66

22.12 Strain Pole Schedule (Not applicable for this project) ___________________66

22.13 TCP Signal (Temporary) (Not applicable for this project) _______________66

22.14 Temporary Detection Sheet (Not applicable for this project) _____________67

22.15 Utility Conflict Sheet (Not applicable to this project) ___________________67

22.16 Interim Standards (Not applicable for this project) _____________________67

22.17 Quality Assurance/Quality Control _________________________________67

22.18 Supervision ____________________________________________________67

23 LIGHTING ANALYSIS and tasks 23.1 – 23.18 are not applicable for this project. 67

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable for this project. ____67

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.16 are not applicable for this project. ______________________________________________67

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable for this project. _______________________________________________________67

27 SURVEY ___________________________________________________________67

27.1 Horizontal Project Network Control (HPNC)(To Be Provided by the

Department) ___________________________________________________67

27.2 Vertical Project Network Control (VPNC)(To Be Provided by the Department)67

27.3 Alignment and/or Existing Right of Way Lines _______________________67

27.4 Aerial Targets (Not applicable for this project) ________________________67

27.5 Reference Points________________________________________________67

27.6 Topography/DTM (3D) __________________________________________67

27.7 Planimetric (2D) (Not applicable to this project) _______________________68

27.8 Roadway Cross Sections/Profiles __________________________________68

27.9 Side Street Surveys (Not applicable for this project) ____________________68

27.10 Underground Utilities____________________________________________68

27.11 Outfall Survey (Not applicable for this project) _______________________68

27.12 Drainage Survey (Not applicable for this project) ______________________68

27.13 Bridge Survey (Not applicable for this project) ________________________68

27.14 Channel Survey (Not applicable for this project) ______________________68

27.15 Pond Site Survey (Not applicable for this project) _____________________68

AUGUST 22, 2011 A- 10 FPID: 428740-1-32-01

27.16 Mitigation Survey (Not applicable for this project) _____________________68

27.17 Jurisdiction Line Survey _________________________________________68

27.18 Geotechnical Support (Not applicable for this project) __________________68

27.19 Sectional/Grant Survey (Not applicable for this project) _________________68

27.20 Subdivision Location (Not applicable for this project) __________________68

27.21 Maintained R/W (Not applicable for this project) ______________________68

27.22 Boundary Survey (Not applicable for this project) _____________________68

27.23 Water Boundary Survey (Not applicable for this project) ________________68

27.24 Right of Way Staking (Not applicable for this project) __________________68

27.25 Right of Way Monumentation (Not applicable for this project) ___________68

27.26 Line Cutting ___________________________________________________68

27.27 Work Zone Safety ______________________________________________69

27.28 Miscellaneous Surveys ___________________________________________69

27.29 Supplemental Surveys ___________________________________________70

27.30 Document Research (Not applicable for this project) ___________________70

27.31 Field Review __________________________________________________70

27.32 Technical Meetings _____________________________________________70

27.33 Quality Control/Quality Assurance _________________________________70

27.34 Supervision ____________________________________________________70

27.35 Coordination ___________________________________________________70

28 PHOTOGRAMMETRY and tasks 28.1 – 28.19 are not applicable for this project. 70

29 MAPPING and tasks 29.1 – 29.36 are not applicable for this project. ____________70

30 GEOTECHNICAL and tasks 30.1 – 30.54 are To Be Provided by the

DEPARTMENT as necessary. ___________________________________________70

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.139 are not applicable for this project. __________________________________________________________70

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 – 31.11 are not applicable for this project. _______________71

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1 –

33.21 are not applicable for this project. ___________________________________71

34 INTELLIGENT TRANSPORTATION SYSTEM PLANS and tasks 34.1 – 34.20 are not applicable for this project. ________________________________________71

35 PROJECT REQUIREMENTS _________________________________________71

35.1 Liaison Office__________________________________________________71

35.2 Key Personnel _________________________________________________71

35.3 Progress Reporting ______________________________________________71

35.4 Correspondence ________________________________________________71

35.5 Professional Endorsement ________________________________________71

35.6 Computer Automation ___________________________________________72

35.7 Coordination with Other Consultants________________________________72

AUGUST 22, 2011 A- 11 FPID: 428740-1-32-01

35.8 Optional Services _______________________________________________72

36 INVOICING LIMITS ________________________________________________72

AUGUST 22, 2011 A- 12 FPID: 428740-1-32-01

SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES

HIGHWAY DESIGN

This Exhibit forms an integral part of the agreement between the State of Florida Department of

Transportation (hereinafter referred to as the DEPARTMENT) and Inovia Consulting Group

(hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 428740-1-32-01

County Section No.: 55020000

Description: SR 10 (US 90/ Mahan Drive) from Apex Drive to East of

CR 59

Leon County

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 plans and special provisions, if necessary, for:

Improvements to the transportation facility described herein

Major work mix include: RESURFACING

Major work groups include: 3.1 & 8.2

Minor work groups include: 4.1.2, 7.1 & 7.3

The general objective is for the CONSULTANT to prepare a set of plans to be used by the contractor to build the project, and by the DEPARTMENT to ensure the project is built as designed and to specifications. Elements of work shall include minor roadway design, structures design, design surveys, signing and pavement markings, signalization, utility coordination, maintenance of traffic, cost estimates, environmental permitting, quantity computation books, and all necessary incidental items for a complete project.

The Scope of Services establishes which items of work described in the Plans Preparation

Manual and other pertinent manuals to accomplish the work are specifically included in this contract, and also which of the items of work will be the responsibility of the

CONSULTANT or the DEPARTMENT.

All plans and design documents are to be prepared with Standard English values in accordance with all applicable DEPARTMENT manuals and guidelines.

The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original recommendation may be required. The CONSULTANT is to incorporate these refinements into the design and will consider this effort to be an

AUGUST 22, 2011 A- 13 FPID: 428740-1-32-01

anticipated and integral part of the work. This will 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. It shall be the CONSULTANT’s responsibility to utilize the very best engineering judgment, practices, and principles possible during the prosecution of the work commissioned under this contract.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of the contract plans. The DEPARTMENT will provide job-specific information and/or functions as outlined in this contract.

2 PROJECT DESCRIPTION

The CONSULTANT shall investigate the status of the projects and become familiar with concepts and commitments (typical sections, alignments, etc.) developed from prior studies.

If a Preliminary Engineering Report is available from a prior or current Project Development and Environmental (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the design unless otherwise directed by the DEPARTMENT.

Financial Project ID: 428740-1-32-01

This 3R project primarily consists of resurfacing SR 10 (US 90) from Apex Drive to East of CR 59. Existing travel lanes, auxiliary lanes, and paved shoulders will be resurfaced.

The typical section consists of 12' travel lanes and 12' shoulders (4'-5' paved). The right-of-way varies throughout the project limits. No additional right-of-way will be required.

SR 10 has been designated as a "Hurricane Evacuation Route".

One (1) signalized intersection exists within the project limits CMP 9.878 (CR

0345/Crump Road). The traffic loops on SR 10 that are impacted by the milling operation will be replaced. A request was made from the Director of Leon County Public Works to evaluate the intersection at Crump Road to include a more substantial westbound acceleration lane and taper from Crump Road. This work is not included in the construction cost estimate at this time.

ADA improvements will be included in this project. These improvements may consist of repairing deficient sidewalk, replacing/retrofitting non compliant curb ramps, meeting clear space requirements, and upgrading pedestrian signal features. The CONSULTANT shall contact the District Bike/Ped Coordinator, ADA Coordinator, Area Maintenance

Office and the District Traffic Operations Office to determine if any project specific pedestrian access or safety related complaints have been received. An ADA Compliancy

Survey will be required by the CONSULTANT to identify all pedestrian features within

AUGUST 22, 2011 A- 14 FPID: 428740-1-32-01

the FDOT right-of-way, deficiencies and intended improvements. An ADA Survey Report will be required at the Phase I submittal. This report will provide photographic documentation of pedestrian features, deficiencies, and recommendations for improvement.

One (1) bridge exists within the project limits (BR550006 – over Black Creek). This bridge has an asphalt overlay that will be milled and resurfaced along with expansion joint replacement, bridge barrier rail retrofits, upgrades to guardrail end anchorages and connections to the bridge rails. The barrier rail retrofits will necessitate a Load Rating

Analysis. See Sections 2.5 and 9.

The posted speed limit on SR10 is 55 mph within the project limits. The design speed for this resurfacing project shall be set according to the PPM Vol.I, Chap. 25.4.4. The proposed design speed will be shown in the Typical Section Package and will require approval from the District Traffic Operations Engineer and the District Design Engineer.

New 5' paved shoulders will need to be constructed from CMP 8.284 to CMP 8.373.

There have been no cross-slope deficiencies identified in this project at this time. As early as possible, the collected survey data along SR 10 shall be analyzed by the CONSULTANT to determine if minimum and maximum cross slope requirements are met throughout the project limits. Once the determination is made that cross slope correction will be implemented, the CONSULTANT must determine if any additional survey is required to provide an adequate design and accurate quantities. The CONSULTANT will coordinate with the DEPARTMENT’s Design Project Manager and the District Survey Office to determine how much additional survey is required and what is the most economical method of obtaining the additional data. The CONSULTANT shall then review the cross sections with the District Construction Office and the District Bituminous Engineer to determine the method of correction (variable depth milling or overbuild) and the details/tables required. A proposed design for cross slope correction must be included in the Phase II Plans.

SPECIFIC EXCLUSIONS: This project has been discussed with District Three

Management and no project specific exclusions have been identified at this time.

All necessary Geotechnical efforts will be provided by the DEPARTMENT.

This project will be let to construction as a Conventional Bid Item project.

The CONSULTANT shall incorporate the following into the design of this facility:

2.1 Roadway (Activities 3.0, 4.0, and 5.0)

Public Involvement: This project will have a Community Awareness Plan (CAP) Level 1. See Section 3.1 for specific requirements.

Joint Project Agreements: There have been NO JPAs identified at this time.

Section 3.2 provides additional guidance.

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Plan Type: The CONSULTANT shall provide only the roadway plans and miscellaneous details necessary to construct this project. The DEPARTMENT's intent is to minimize the design and survey effort where possible. The CONSULTANT shall develop and sign and seal the plans electronically in accordance with Section 35.6.

Limits: SR 10 (US 90/Mahan Drive) from Apex Drive (CMP 8.284) to east of CR

59 (CMP 15.292).

Typical Section: The typical section throughout the project limits consists of one 12' travel lane in each direction with 12' outside shoulder (4'-5' paved). There are short sections with a 12'-13' paved median to accommodate left turn lanes.

Right-of-Way: Right-of-way acquisition will not be required for this project.

Existing R/W lines, including stations and offset distances at breaks, will be shown on all plan sheets.

The existing right of way (R/W) width varies throughout the project between 66' min. and 200' max.

Pavement Design: The DEPARTMENT will provide the Pavement Design for this project.

Regarding the excess milled asphalt not used by the Contractor in the resurfacing mix, a plan note is to be included in the plans that will provide direction regarding the ownership, quantity, delivery location, and the contact person. For additional information, contact the Operations Engineer (850-922-7900) at the FDOT Area Maintenance office in Midway.

Access Management Classification: This project has an Access Management Classification of 4.

The only Access Management improvements identified at this time consist of potential driveway closures or modifications to improve pedestrian or vehicular access and safety based on crash history. Abandoned driveway closures and modifications should be considered if the closure will improve pedestrian access and ADA compliancy. No specific locations have been identified to focus this effort; however, the CONSULTANT will be responsible for reviewing the available crash history and coordinating with the DEPARTMENT and local government contacts to identify any locations that may warrant further study or improvements.

The CONSULTANT is to be aware that only a minimal amount of access management work (if any) will be considered for this 3R project. All recommendations for access management improvements are to be closely coordinated with the DEPARTMENT's Design Project Manager. (see also Sections 3.1.5 and 4.3).

Major Intersections/Interchanges: One signalized intersection exists within the project limits at CR 0345/Crump Road (CMP 9.878). The traffic signal loops will have to be replaced where impacted by the milling and resurfacing operations.

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Level of TCP Plans: The Consultant shall provide a TCP Level 1.

Traffic Control Plans (TCP) will be required for this project. The FDOT Design Standards, 600 series, should be utilized for all work being performed on or adjacent to existing roadways. A reduction in the number of lanes may require that a lane closure analysis be performed by the CONSULTANT. See Section 4.6 for further guidance. SR 10 has been designated as a "Hurricane Evacuation Route". All lanes must be open for traffic within 12 hours of a hurricane evacuation notice and shall remain open for the duration of the event as directed by the Project Administrator.

Consideration must also be given to the movement and safety of pedestrian and bicycle traffic during construction.

Variations/Exceptions:

Design Variations or Exceptions will be required if the following known conditions remain.

- Trees within the clear zone/control zone that are to remain

- Bridge width on Black Creek Bridge (BR550006)

The CONSULTANT should review these locations for a functional design that will meet FDOT design standards and make a determination whether a Design

Variation or Exception is appropriate.

Other conditions may be identified during design that may warrant additional design variations or exceptions. The CONSULTANT is to submit the requests for

Variations and Exceptions to the DEPARTMENT as early as possible for approval in order to minimize potential schedule delays. The CONSULTANT is to be aware that omitting certain work items may require approval at the District Director level

(see PPM, Vol I, Ch 25.3.1.2). The CONSULTANT will coordinate with the

Department’s Project Manager to obtain this approval.

In addition, Utility Exceptions will be required for above ground utilities that fail to meet the minimum requirement for horizontal clearance. Early coordination with Utility Companies will be necessary for processing requests for Utility Exceptions. At this time, there are several utility poles that violate the DEPARTMENTS's horizontal clearance criteria.

2.2 Drainage (Activity 6.0)

Minimal drainage improvements are anticipated including constructing mitered end sections, and repairing inlets.

The CONSULTANT should review all locations for a functional design that will meet FDOT clearzone criteria. A Design Exception will be required if any drainage structure creates a hazard in the clear zone, and is to remain.

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All existing drainage structures shall be shown on the construction plans. All drainage structures should be inspected for scour, erosion, structural integrity and accumulation of sediments. Sidedrains and inlets within the right-of-way at side road intersections should be evaluated. Treatments should be discussed with the Design Project Manager and the District Drainage Office before being added to the construction plans.

Every location should be reviewed and any broken mitered end that is creating a safety hazard should be reconstructed.

2.3 Utilities Coordination (Activity 7.0)

The DEPARTMENT will be responsible for utility coordination associated with this project.

The CONSULTANT will identify all utilities in the corridor during the survey phase by calling Sunshine State One-Call of Florida (SSOCOF) and shall coordinate with each company to verify that all existing utilities are designated in the field prior to completing the topographic survey. A copy of the SSOCOF “design” ticket listing all utility owners within the project limits shall be provided as part of the Phase I submittal. The CONSULTANT will be responsible for showing areas that may be affected by construction. The CONSULTANT will evaluate utilities for potential impacts and prepare a Utility Conflict Matrix as directed by Section 7.0 of this document. The Consultant is to review the Utility Work Schedules and assure that they are compatible with the plans.

The CONSULTANT shall prepare a Utility Conflict Matrix for all utilities which may be impacted by construction activities. An example Utility Conflict Matrix can be provided by the DEPARTMENT's Design Project Manager if necessary. The matrix will be required with the Phase II submittal and will be updated and submitted with every phase thereafter.

Utility exceptions will be per the Utility Accommodation Manual. The CONSULTANT will not be responsible for obtaining utility exceptions but will need to provide information as available to assist utility companies in obtaining exceptions. Utility exceptions will be required for poles within the horizontal clearance area.

2.4 Environmental Permits (Activity 8.0)

The CONSULTANT shall coordinate with appropriate agencies for all necessary permits. Potential agencies requiring coordination include, but are not limited to:

City of Tallahassee, Leon County, Northwest Florida Water Management District, Department of Environmental Protection, United States Coast Guard and US Army Corps of Engineers.

The CONSULTANT shall be responsible for the identification, coordination and applications for all permits necessary to construct this project. All application and processing fees associated with said permit(s) and activities shall be paid for by the

CONSULTANT.

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2.5 Structures (Activities 9.0 – 18.0)

The following bridges with asphalt on the deck are included within the limits of this 3R project:

- Black Creek (Bridge No. 550006)

A load rating analysis will be required if the pavement design results in a change in the dead load on the structure. See Section 12.28.

This bridge also has a substandard bridge railing that will be upgraded with a concrete vertical face retrofit as part of this project.

Milling and resurfacing on these bridges will require expansion joint replacement.

Coordinate with the District Structures Design Engineer and the District Bridge Maintenance Engineer to determine the appropriate type of expansion joint material needed for the replacement. The CONSULTANT shall provide adequate plan details to accommodate the joint replacement.

2.6 Signing and Pavement Markings (Activities 19.0 & 20.0)

The CONSULTANT shall be responsible for the design, details, and quantities associated with signing and pavement markings for this project. The CONSULTANT shall include the recently implemented audible pavement marking requirements in the construction plans. The CONSULTANT shall coordinate with the DEPARTMENT’S Project Manager and the DISTRICT Safety Program Manager to determine the most appropriate type of edge line for this application.

A wet weather audible “rumble with a bump” edge line may be required. The CONSULTANT shall evaluate the existing signage to determine the need for additional signs, correcting redundant or conflicting signage, and the replacement of damaged signs.

A No Passing Zone Study will be required.

2.7 Signals (Activities 21.0 & 22.0)

Intersections: One (1) signalized intersection exists within the project limits at CR 0345 Crump Road (CMP 9.878). Traffic detector loops will be replaced at this intersection where impacted by the milling operation. Upgrades to LED indications will NOT be included in this project. Concrete strain poles will NOT be upgraded to mast arms.

2.8 Lighting (Not applicable to this project)

2.9 Landscape Architecture (Not applicable to this project)

2.10 Survey (Activity 27.0)

Design Survey: The Primary and Secondary Horizontal and Vertical control will be provided by the DEPARTMENT. Other design survey requirements will be

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conducted by the CONSULTANT in accordance with Section 27.0 of this document.

Subsurface Utility: The DEPARTMENT will provide any subsurface utility excavations that are required for the project.

Right of Way Survey: N/A

2.11 Photogrammetry (Not applicable to this project)

2.12 Mapping (Not applicable to this project)

2.13 Geotechnical (To Be Provided by the Department)

Pavement Evaluation (including coring, testing, and preparing the report) will be provided by the DEPARTMENT. The DEPARTMENT will also be responsible for the Pavement Design.

The DEPARTMENT shall be responsible for any necessary geotechnical activities associated with this project (though none have been identified at this time). The CONSULTANT shall coordinate with the Design Project Manager and the FDOT Geotechnical Project Manager regarding information needed.

2.14 Architecture (Not applicable to this project)

2.15 Noise Barriers (Not applicable to this project)

2.16 Intelligent Transportation Systems (Not applicable to this project)

2.17 Project Schedule

Within ten (10) days after the Notice-To-Proceed, and prior to the CONSULTANT beginning work, the CONSULTANT shall provide a detailed project activity/event schedule with actual dates and Department activity/event numbers for DEPARTMENT and CONSULTANT scheduled activities required to meet the current DEPARTMENT Production Date. The schedule shall be based upon the durations and schedule negotiated during the project staff hour negotiations process. The schedule shall be accompanied by an anticipated payout and fiscal progress curve. For the purpose of scheduling, the CONSULTANT shall allow for a three (3) week review time for each phase review and other submittals as appropriate.

The schedule shall indicate, at a minimum, proposed dates for Phase I, II, III, and IV plans and all other appropriate milestones and required submittals.

All fees and price proposals are to be based on the negotiated schedule of 18 months for final plans production. However, the contract deadline is 22 months from the Notice to Proceed.

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