CN-550000-C9W47.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-12

PROCUREMENT

OGC – 09/16

Contract No.: C9W47

FDOT Financial ID No.(s) 43228413201

Appropriation Bill Number(s)/Line Item Number(s) for 1st year of contract, pursuant to s. 216.313, F.S. N/A

(required for contracts in excess of $5 million)

F.A.P. No. D317 050 B

THIS AGREEMENT, made and entered into on , by and between the (This date to be entered by DOT only)

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida, hereinafter called the

Department and Parsons Transportation Group, Inc.

(FEID No. 360982270 ) of P.O. Box 88960, Chicago, IL 60695-1960 authorized to conduct business in the State of Florida, hereinafter called the Consultant, agree as follows:

The Consultant and the Department mutually agree to abide by the Department's Standard Professional Services

Agreement, Terms, dated September, 2016 which are available as an appendix to this form in the

Department's Professional Services web site or from the Department's Office of Procurement. The Standard

Professional Services Agreement Terms, with the exception of the following non-applicable sections:

are incorporated by reference and made a part of this Agreement.

1. SERVICES AND PERFORMANCE

A. The Department does hereby retain the Consultant to furnish certain services as described in Exhibit "A", attached hereto and made a part hereof, in connection with

Design of Bridge Replacement for CR 389 (East Avenue) over Watson Bayou in Bay County.

B. Unless changed by written agreement, the site for inspection of work referenced in Section 1.I of the Standard Professional Services Terms, will be 1300 Riverplace Boulevard , Jacksonville, Florida 32207.

2. TERM

A. Unless otherwise provided herein or by Supplemental Agreement or Amendment, the provisions of this Agreement will remain in full force and effect through completion of all services required of the Consultant or a

10 year term from the date of execution of this Agreement, whichever occurs first.

B. Check applicable terms

The scheduled project services to be rendered by the Consultant will commence, subsequent to execution of this Agreement, on the date specified in the written notice to proceed from the Department's Director of Transportation Development which notice to proceed will become part of this Agreement. The Consultant will complete scheduled project services within 16 months of the commencement date specified in the notice to proceed or as modified by subsequent Amendment or Supplemental Agreement.

The project services to be rendered by the Consultant for each task assignment will commence, upon written notice from the Department's and will be completed within the time period specified in each task assignment. All services performed under this contract will be completed within months from the date of this Agreement. The total fee for all accumulated task assignments may not exceed $

The scheduled project services to be rendered by the Consultant will commence, subsequent to execution of this Agreement, on the date specified in the written notice to proceed from the Department's which notice to proceed will become part of this Agreement. The Consultant will complete scheduled project services within calendar days following completion of the construction contract(s) with which consultant services are associated. The anticipated length of the consultant services is months.

DocuSign Envelope ID: 5A5955AB-B3BD-4258-B13E-76F2831CA550

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-12

PROCUREMENT

OGC – 09/16

3. INSURANCE

The amount of liability insurance to be maintained by the Consultant in accordance with Section 4.B of the Standard Professional Services Agreement Terms is $250,000.

4. SUBCONTRACTS

The following subconsultants are authorized under this Agreement in accordance with Section 7.A. of the Standard Professional Services Agreement Terms:

Intera, Inc.

Environmental and Geotechnical Specialists, Inc.

Civil Services, Inc.

Panhandle Engineering & Construction Inc. d/b/a PECS

5. COMPENSATION

The Department agrees to pay the Consultant compensation as detailed in Exhibit "B", attached hereto and made a part hereof.

6. MISCELLANEOUS

A. Reference in this Agreement to Director will mean the Director of Transportation Development.

B. The services provided herein do do not involve the expenditure of federal funds. In the event federal funds are involved, Section 9 of the Standard Professional Services Agreement Terms is incorporated by reference.

C. The following attachments are hereby incorporated into this Agreement as part hereof as though fully set forth herein.

Page A-1 through Page A-72 : Exhibit "A", Scope of Services

Page B-1 through Page B-4 : Exhibit "B", Method of Compensation

IN WITNESS WHEREOF, the parties have executed this Agreement by their duly authorized officers on the day, month and year set forth above.

Parsons Transportation Group, Inc.

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

Name of Consultant

BY: BY:

Authorized Signature

Jared Perdue, P.E.

(Print/Type) (Print/Type)

Title: Title: Director of Transportation Development

FOR DEPARTMENT USE ONLY

APPROVED: LEGAL REVIEW

Professional Services Unit General Counsel Office

EXHIBIT A

SCOPE OF SERVICES

for

Financial Project No(s).:

43228413201

F.A.P. No(s).:

D317 050 B

Bridge Replacement CR 389 (East Avenue) over Watson Bayou

FINAL SEPTEMBER 12, 2017

EXHIBIT A

SCOPE OF SERVICES

FOR

BRIDGE REPLACEMENT

CR 389 (East Avenue) over Watson Bayou

FINANCIAL PROJECT ID. (FPID) 432284-1-32-01

FEDERAL PROJECT NO. D317-050-B

DISTRICT THREE

BAY COUNTY

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1 PURPOSE __________________________________________________________11

2 PROJECT DESCRIPTION ___________________________________________12

2.1 Project General and Roadway (Activities 3, 4, and 5)___________________13

2.2 Drainage (Activities 6a and 6b) ____________________________________15

2.3 Utilities Coordination (Activity 7)__________________________________15

2.4 Environmental Permits, Compliances, and Clearances (Activity 8) ________16

2.5 Structures (Activities 9 – 18) ______________________________________17

2.6 Signing and Pavement Markings (Activities 19 & 20) __________________17

2.7 Signalization (Activities 21 & 22) (Not applicable to this project) _________17

2.8 Lighting (Activities 23 & 24) (Not applicable to this project)_____________18

2.9 Landscape Architecture (Activities 25 & 26) (Not applicable to this project) 18

2.10 Survey (Activity 27) (To be provided by the DEPARTMENT) ___________18

2.11 Photogrammetry (Activity 28) (Not applicable to this project)____________18

2.12 Mapping (Activity 29) (Not applicable to this project) __________________18

2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project) ____18

2.14 Architecture (Activity 31) (Not applicable to this project) _______________18

2.15 Noise Barriers (Activity 32) (Not applicable to this project)______________18

2.16 Intelligent Transportation Systems (Activities 33 & 34) (Not applicable to this project) _______________________________________________________18

2.17 Geotechnical (Activity 35)________________________________________18

2.18 Project Schedule________________________________________________18

2.19 Submittals_____________________________________________________19

2.20 Provisions for Work _____________________________________________26

2.21 Services to be Performed by the DEPARTMENT______________________31

3 PROJECT COMMON AND PROJECT GENERAL TASKS _______________33

3.1 Public Involvement _____________________________________________36

3.1.1 Community Awareness Plan ______________________________________37

3.1.2 Notifications___________________________________________________37

3.1.3 Preparing Mailing Lists __________________________________________39

3.1.4 Median Modification Letters (Not applicable to this project) _____________40

3.1.5 Driveway Modification Letters (Not applicable to this project) ___________40

3.1.6 Newsletters (Not applicable to this project)___________________________40

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________40

3.1.8 PowerPoint Presentations (Not applicable to this project)________________40

3.1.9 Public Meeting Preparations (Not applicable to this project) _____________40

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) __41

3.1.11 Other Agency Meetings (Not applicable to this project) _________________41

3.1.12 Web Site (Not applicable to this project)_____________________________41

3.2 Joint Project Agreements _________________________________________41

3.3 Specifications Package Preparation (To be Prepared during Plans Update) __41

3.4 Contract Maintenance and Electronic Document Management System (EDMS)42

3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) _______________________________________________________43

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3.6 Prime Consultant Project Manager Meetings _________________________43

3.7 Plans Update __________________________________________________43

3.8 Post Design Services ____________________________________________43

3.9 Digital Delivery ________________________________________________45

3.10 Risk Assessment Workshop (Not applicable to this project)______________45

3.11 Railroad, Transit and/or Airport Coordination (Not applicable to this project)45

3.12 Other Project General Tasks (Not applicable to this project) _____________45

4 ROADWAY ANALYSIS______________________________________________45

4.1 Typical Section Package _________________________________________45

4.2 Pavement Type Selection Report (Not applicable to this project)__________46

4.3 Pavement Design Package (To Be Provided By The DEPARTMENT) _____46

4.4 Cross-Slope Correction (Not applicable to this project) _________________46

4.5 Horizontal/Vertical Master Design Files _____________________________46

4.6 Access Management (Not applicable to this project) ___________________46

4.7 Roundabout Evaluation (Not applicable to this project) _________________46

4.8 Roundabout Final Design Analysis (Not applicable to this project) ________46

4.9 Cross Section Design Files________________________________________46

4.10 Traffic Control Analysis _________________________________________46

4.11 Master TCP Design Files _________________________________________47

4.12 Design Variations and Exceptions __________________________________47

4.13 Design Report _________________________________________________47

4.14 Quantities _____________________________________________________48

4.15 Cost Estimate __________________________________________________48

4.16 Technical Special Provisions ______________________________________48

4.17 Other Roadway Analysis (Not applicable to this project) ________________48

4.18 Field Reviews__________________________________________________49

4.19 Monitor Existing Structures _______________________________________49

4.20 Technical Meetings _____________________________________________49

4.21 Quality Assurance/Quality Control _________________________________49

4.22 Independent Peer Review (Not applicable to this project)________________49

4.23 Supervision____________________________________________________49

4.24 Coordination___________________________________________________49

5 ROADWAY PLANS _________________________________________________49

5.1 Key Sheet _____________________________________________________50

5.2 Summary of Pay Items Including Quantity Input ______________________50

5.3 Typical Section Sheets ___________________________________________50

5.4 General Notes/Pay Item Notes_____________________________________50

5.5 Summary of Quantities Sheets_____________________________________50

5.6 Project Layout _________________________________________________50

5.7 Plan/Profile Sheet_______________________________________________50

5.8 Profile Sheet (Not applicable to this project)__________________________51

5.9 Plan Sheet (Not applicable to this project)____________________________51

5.10 Special Profile (Not applicable to this project) ________________________51

5.11 Back-of-Sidewalk Profile Sheet (Not applicable to this project)___________51

5.12 Interchange Layout Sheet (Not applicable to this project)________________51

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5.13 Ramp Terminal Details (Plan View) (Not applicable to this project) _______51

5.14 Intersection Layout Details (Not applicable to this project) ______________51

5.15 Special Details _________________________________________________51

5.16 Cross-Section Pattern Sheet(s)_____________________________________51

5.17 Roadway Soil Survey Sheet(s)_____________________________________51

5.18 Cross Sections _________________________________________________51

5.19 Temporary Traffic Control Plan Sheets ______________________________51

5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to this project) _______________________________________________________51

5.21 Temporary Traffic Control Detail Sheets ____________________________51

5.22 Utility Adjustment Sheets ________________________________________51

5.23 Selective Clearing and Grubbing Sheet(s) (Not applicable to this project)___51

5.24 Project Network Control Sheet(s) __________________________________51

5.25 Environmental Detail Sheets (Not applicable to this project) _____________51

5.26 Utility Verification Sheet(s) (SUE Data) _____________________________51

5.27 Quality Assurance/Quality Control _________________________________51

5.28 Supervision____________________________________________________51

6a DRAINAGE ANALYSIS______________________________________________51 6a.1 Drainage Map Hydrology ________________________________________52 6a.2 Base Clearance Report (Not applicable to this project)__________________53 6a.3 Pond Siting Analysis and Report (Not applicable to this project) __________53 6a.4 Design of Cross Drains (Not applicable to this project) _________________53 6a.5 Design of Ditches (Not applicable to this project)______________________53 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project)_________________________________________53 6a.7 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond)

(Not applicable to this project)_____________________________________53 6a.8 Design of Floodplain Compensation (Not applicable to this project) _______53 6a.9 Design of Storm Drains __________________________________________53 6a.10 Optional Culvert Material ________________________________________53 6a.11 French Drain Systems (Not applicable to this project) __________________53 6a.12 Drainage Wells (Not applicable to this project)________________________53 6a.13 Drainage Design Documentation Report _____________________________53 6a.14 Bridge Hydraulic Report _________________________________________53 6a.15 Temporary Drainage Analysis (Not applicable to this project) ____________54 6a.16 Cost Estimate (Not applicable to this project) _________________________54 6a.17 Technical Special Provisions (Not applicable to this project) _____________54 6a.18 Other Drainage Analysis (Not applicable to this project) ________________54 6a.19 Field Reviews__________________________________________________54 6a.20 Technical Meetings _____________________________________________54 6a.21 Environmental Look-Around Meetings (Not applicable to this project) _____54 6a.22 Quality Assurance/Quality Control _________________________________54 6a.23 Independent Peer Review (Not applicable to this project)________________54 6a.24 Supervision____________________________________________________54 6a.25 Coordination___________________________________________________54

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6b DRAINAGE PLANS _________________________________________________54 6b.1 Drainage Map (Including Interchanges) _____________________________54 6b.2 Bridge Hydraulics Recommendation Sheets __________________________54 6b.3 Summary of Drainage Structures___________________________________54 6b.4 Optional Pipe/Culvert Material ____________________________________54 6b.5 Drainage Structure Sheet(s) (Per Structure)___________________________54 6b.6 Miscellaneous Drainage Detail Sheets (Not applicable to this project)______54 6b.7 Lateral Ditch Plan/Profile (Not applicable to this project) _______________54 6b.8 Lateral Ditch Cross Sections (Not applicable to this project) _____________54 6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project) ___54 6b.10 Retention Pond Cross Sections (Not applicable to this project) ___________54 6b.11 Erosion Control Plan Sheet(s) _____________________________________54 6b.12 SWPPP Sheet(s)________________________________________________55 6b.13 Quality Assurance/Quality Control _________________________________55 6b.14 Supervision____________________________________________________55

7 UTILITIES _________________________________________________________55

7.1 Utility Kickoff Meeting __________________________________________55

7.2 Identify Existing Utility Agency Owner(s) ___________________________55

7.3 Make Utility Contacts (To Be Conducted by the DEPARTMENT) ________55

7.4 Exception Processing ____________________________________________55

7.5 Preliminary Utility Meeting _______________________________________56

7.6 Individual/Field Meetings ________________________________________56

7.7 Collect and Review Plans and Data from UAO(s) _____________________56

7.8 Subordination of Easements Coordination (To Be Conducted by the

DEPARTMENT) _______________________________________________56

7.9 Utility Design Meeting___________________________________________56

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

Agreements ___________________________________________________57

7.11 Utility Coordination/Follow-up ____________________________________57

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT)_57

7.13 Additional Utility Services (To be Conducted by the DEPARTMENT or

Included via Supplemental Agreement)______________________________57

7.14 Processing Utility Work by Highway Contractor (UWHC) (To Be Conducted by the DEPARTMENT)__________________________________________58

7.15 Contract Plans to UAO(s) ________________________________________58

7.16 Certification/Close-Out (To Be Conducted by the DEPARTMENT) _______58

7.17 Other Utilities (Not applicable to this project)_________________________58

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND CLEARANCES _____58

8.1 Preliminary Project Research______________________________________59

8.2 Field Work ____________________________________________________59

8.3 Agency Verification of Wetland Data _______________________________60

8.4 Complete and Submit All Required Permit Applications ________________60

8.5 Prepare Dredge and Fill Sketches (as needed)_________________________61

8.6 Prepare USCG Permit Sketches____________________________________61

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8.7 Prepare Water Management District Right of Way Occupancy Sketches (To Be Prepared by the DEPARTMENT) __________________________________61

8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable to this project)_________________________________________61

8.9 Prepare Tree Permit Information ___________________________________61

8.10 Mitigation Design (To Be Provided by Others)________________________61

8.11 Mitigation Coordination and Meetings (Not applicable to this project) _____61

8.12 Other Environmental Permits (Not applicable to this project)_____________61

8.13 Technical Support to Department for Environmental Clearances and Re-evaluations ____________________________________________________61

8.14 Preparation of Environmental Clearances and Reevaluations (TO BE

PROVIDED BY THE DEPARTMENT)_____________________________62

8.15 Contamination Impact Analysis (Not applicable to this project)___________62

8.16 Asbestos Survey (Not applicable to this project)_______________________62

8.17 Technical Meetings _____________________________________________62

8.18 Quality Assurance/Quality Control _________________________________62

8.19 Supervision____________________________________________________62

8.20 Coordination___________________________________________________62

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS ________________________________________________________62

9.1 Key Sheet and Index of Drawings __________________________________63

9.2 Project Layout (Not applicable to this project) ________________________63

9.3 General Notes and Bid Item Notes__________________________________63

9.4 Miscellaneous Common Details (Not applicable to this project) __________63

9.5 Incorporate Report of Core Borings_________________________________63

9.6 Existing Bridge Plans (Not applicable to this project)___________________63

9.7 Assemble Plan Summary Boxes and Quantities _______________________63

9.8 Cost Estimate __________________________________________________63

9.9 Technical Special Provisions (Not applicable to this project) _____________63

9.10 Field Reviews__________________________________________________63

9.11 Technical Meetings _____________________________________________63

9.12 Quality Assurance/Quality Control _________________________________63

9.13 Independent Peer Review (Not applicable to this project)________________63

9.14 Supervision____________________________________________________63

9.15 Coordination___________________________________________________63

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT ___________________63

General Requirements _________________________________________________64

10.1 Bridge Geometry _______________________________________________64

10.2 Ship Impact Data Collection (Not applicable to this project) _____________64

10.3 Ship Impact Criteria (Not applicable to this project)____________________64 Superstructure Alternatives _____________________________________________64

10.4 Short-Span Concrete ____________________________________________64

10.5 Medium-Span Concrete __________________________________________64

10.6 Long Span Concrete (Not applicable to this project)____________________64

10.7 Structural Steel (Not applicable to this project)________________________64

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Foundation and Substructure Alternatives__________________________________64

10.8 Pier/Bent______________________________________________________64

10.9 Shallow Foundations / GRS Abutments (Not applicable to this project) ____64

10.10 Deep Foundations (Not applicable to this project) _____________________64 Movable Span and tasks 10.11 – 10.23 are not applicable to this project. _________64 Other BDR Issues_____________________________________________________64

10.24 Aesthetics (Not applicable to this project)____________________________64

10.25 TCP/Staged Construction Requirements _____________________________64

10.26 Constructability Requirements_____________________________________64

10.27 Load Rating for Damaged/Widened Structures (Not applicable to this project)64

10.28 Quantity and Cost Estimates ______________________________________64

10.29 Quantity and Cost Estimates - Movable Span (Not applicable to this project) 64

10.30 Wall Type Justification __________________________________________64 Report Preparation ____________________________________________________64

10.31 Exhibits ______________________________________________________64

10.32 Exhibits - Movable Span (Not applicable to this project) ________________65

10.33 Report Preparation ______________________________________________65

10.34 Report Preparation - Movable Span (Not applicable to this project)________65

10.35 BDR Submittal Package__________________________________________65

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable to this project. _____________________________________________65

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE ___________________65

General Layout Design and Plans ________________________________________65

12.1 Overall Bridge Final Geometry ____________________________________65

12.2 Expansion/Contraction Analysis ___________________________________65

12.3 General Plan and Elevation _______________________________________65

12.4 Construction Staging (Not applicable to this project) ___________________65

12.5 Approach Slab Plan and Details____________________________________65

12.6 Miscellaneous Details ___________________________________________65 End Bent Design and Plans _____________________________________________65

12.7 End Bent Geometry _____________________________________________65

12.8 End Bent Structural Design _______________________________________65

12.9 End Bent Plan and Elevation ______________________________________65

12.10 End Bent Details _______________________________________________65 Intermediate Bent Design and Plans ______________________________________65

12.11 Bent Geometry _________________________________________________65

12.12 Bent Stability Analysis___________________________________________65

12.13 Bent Structural Design ___________________________________________66

12.14 Bent Plan and Elevation__________________________________________66

12.15 Bent Details ___________________________________________________66 Miscellaneous Substructure Design and Plans_______________________________66

12.16 Foundation Layout ______________________________________________66 Superstructure Design and Plans _________________________________________66

12.17 Finish Grade Elevation Calculation _________________________________66

12.18 Finish Grade Elevations __________________________________________66

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Cast-In-Place Slab Bridges _____________________________________________66

12.19 Bridge Deck Design (Not applicable to this project)____________________66

12.20 Superstructure Plan (Not applicable to this project) ____________________66

12.21 Superstructure Sections and Details (Not applicable to this project)________66 Prestressed Slab Unit Bridges ___________________________________________66

12.22 Prestressed Slab Unit Design ______________________________________66

12.23 Prestressed Slab Unit Layout ______________________________________66

12.24 Prestressed Slab Unit Details and Schedule___________________________66

12.25 Deck Topping Reinforcing Layout _________________________________66

12.26 Superstructure Sections and Details_________________________________66 Reinforcing Bar Lists __________________________________________________66

12.27 Preparation of Reinforcing Bar List_________________________________66 Load Rating _________________________________________________________66

12.28 Load Rating ___________________________________________________66

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13.55 are not applicable to this project. _______________________________________66

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14.62 are not applicable to this project. __________________________________________66

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable to this project. _______________________________________67

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable to this project. _________________________________________________________67

17 STRUCTURES - RETAINING WALL __________________________________67

General Requirements _________________________________________________67

17.1 Key Sheets (Not applicable to this project) ___________________________67

17.2 Horizontal Wall Geometry________________________________________67 Permanent Proprietary Walls and tasks 17.3 – 17.6 are not applicable to this project. 67 Temporary Proprietary Walls and tasks 17.7 – 17.10 are not applicable to this project.67 Cast-In-Place Retaining Walls and tasks 17.11 – 17.16 are not applicable to this project. _______________________________________________________67 Other Retaining Walls and Bulkheads _____________________________________67

17.17 Design _______________________________________________________67

17.18 Vertical Wall Geometry __________________________________________67

17.19 General Notes, Tables and Miscellaneous Details______________________67

17.20 Wall Plan and Elevations _________________________________________67

17.21 Details _______________________________________________________67

18 STRUCTURES - MISCELLANEOUS and tasks 18.1 – 18.31 are not applicable to this project._______________________________________________________67

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________67

19.1 Traffic Data Analysis ____________________________________________68

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19.2 No Passing Zone Study (Not applicable for this project) ________________68

19.3 Reference and Master Design File __________________________________68

19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____68

19.5 Sign Panel Design Analysis (Not applicable for this project) _____________68

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______68

19.7 Quantities _____________________________________________________68

19.8 Cost Estimate (Not applicable to this project) _________________________68

19.9 Technical Special Provisions (Not applicable for this project) ____________68

19.10 Other Signing and Pavement Marking Analysis (Not applicable for this project) _______________________________________________________68

19.11 Field Reviews__________________________________________________68

19.12 Technical Meetings (Not applicable to this project) ____________________68

19.13 Quality Assurance/Quality Control _________________________________68

19.14 Independent Peer Review (Not applicable for this project)_______________68

19.15 Supervision____________________________________________________68

19.16 Coordination___________________________________________________69

20 SIGNING AND PAVEMENT MARKING PLANS ________________________69

20.1 Key Sheet _____________________________________________________69

20.2 Summary of Pay Items Including Project Preconstruction (PrP) Input (Not applicable to this project)_________________________________________69

20.3 Tabulation of Quantities__________________________________________69

20.4 General Notes/Pay Item Notes_____________________________________69

20.5 Project Layout (Not applicable for this project) _______________________69

20.6 Plan Sheet_____________________________________________________69

20.7 Typical Details (Not applicable for this project) _______________________69

20.8 Guide Sign Work Sheet(s) (Not applicable for this project) ______________69

20.9 Traffic Monitoring Site (Not applicable for this project)_________________69

20.10 Cross Sections (Not applicable for this project) _______________________69

20.11 Special Service Point Details (Not applicable for this project) ____________69

20.12 Special Details (Not applicable for this project) _______________________69

20.13 Interim Standards _______________________________________________69

20.14 Quality Assurance/Quality Control _________________________________69

20.15 Supervision____________________________________________________70

21 SIGNALIZATION ANALYSIS and tasks 21.1 – 21.19 are not applicable to this project._____________________________________________________________70

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable to this project _____________________________________________________________70

23 LIGHTING ANALYSIS and tasks 23.1 – 23.18 are not applicable to this project.70

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable to this project. __70

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.17 are not applicable for this project._____________________________________________70

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26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable to this project. _____________________________________________70

27 SURVEY and tasks 27.1 – 27.35 are not applicable to this project. ___________70

28 PHOTOGRAMMETRY and tasks 28.1 – 28.25 are not applicable to this project.70

29 MAPPING and tasks 29.1 – 29.36 are not applicable to this project. __________70

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 – 30.19 are not applicable to this project. _________________________________________________________70

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not applicable to this project._______________________________________________________70

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 – 32.9 are not applicable to this project.______________70

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1 –

33.21 are not applicable to this project. __________________________________70

34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS and tasks 34.1 – 34.21 are not applicable to this project. _______________________________________70

35 GEOTECHNICAL and tasks 35.1 – 35.55 are not applicable to this project. ___71

36 PROJECT REQUIREMENTS _________________________________________71

36.1 Liaison Office__________________________________________________71

36.2 Key Personnel _________________________________________________71

36.3 Progress Reporting______________________________________________71

36.4 Correspondence ________________________________________________71

36.5 Professional Endorsement ________________________________________71

36.6 Computer Automation ___________________________________________72

36.7 Coordination with Other Consultants________________________________72

36.8 Optional Services _______________________________________________72

37 INVOICING LIMITS ________________________________________________72

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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 Parsons Transportation Group, Inc. (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 432284-1-32-01 Federal Aid Project No.: D317-050-B County Section No.: 46000119 Description: CR 389 (East Avenue) over Watson Bayou County: Bay Bridge No.: 464201 Rail Road Crossing No: 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 include: BRIDGE REPLACEMENT

Major work groups include: 3.1, 4.1.2

Minor work groups include: 5.4, 7.1

Alternative construction contracting methods have NOT been identified for this project at this time.

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.

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

FINAL FPID: 432284-1-32-01

SEPTEMBER 12, 2017

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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. CONSULTANTs are expected to know the laws and rules governing their professions and are 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 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 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: 432284-1-32-01

The principal intent of this project is to replace the existing structurally deficient bridge (No. 464201) on CR 389 (East Avenue) over Watson Bayou in Bay County, Florida. The roadway approaches should be resurfaced/reconstructed as appropriate, but as a minimum to the extent of the new guardrail. The existing capacity (2 lanes) shall remain the same for the new bridge. The new structure shall be constructed along the existing horizontal alignment.

The posted speed limit on CR 389 is 35 mph within the project limits. An appropriate design speed will need to be determined during design.

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Anticipate closing CR 389 at the project location to facilitate bridge construction.

Alternate detour routes for CR 389 include SR 30A (USB 98) to the east. During previous discussions with Keith Bryant, Bay County Public Works Director, he indicated that the county would allow FDOT to close the roadway. Written approval from Bay County for a road closure will be required and should be attained as soon as possible.

The existing right-of-way is 30' left and right of the centerline (60' total). Right-of-way acquisition is anticipated in order to construct the new roadway and bridge typical sections.

The anticipated project limits, including roadway approaches, are from CMP 0.024 to CMP 0.050. Project limits will be adjusted during design based on the new bridge length and roadway approaches. The overall anticipated project length is 0.026 miles.

COORDINATION REQUIREMENTS: This project should be coordinated with any and all adjacent County, State or private projects. There have been NO adjacent projects identified at this time.

Features installed on COUNTY R/W by non- COUNTY, private entities should be considered by the CONSULTANT as they relate to potential impacts. No specific features have been identified within these project limits at this time; however, the construction plans must address the course of action for coordination should features be identified.

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

Public Involvement: This project will have a Community Awareness Plan (CAP) Level II, without a Public Information Meeting/Workshop. 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.

Project Agreement: The CONSULTANT Project Manager shall ensure that a Project Agreement is executed between the COUNTY and the DEPARTMENT.

The Agreement allows the DEPARTMENT to purchase R/W in the COUNTY’s name and establishes the responsibility of future maintenance activities. The CONSULTANT shall coordinate with D3 Legal Office for the appropriate document.

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Offsite Detour Approval Form and Plan: The CONSULTANT shall provide a detailed detour plan at the Phase II submittal to be used during the bridge reconstruction. Example plans and approval forms can be provided by the DEPARTMENT’s Design Project Manager.

Specification Package Preparation: To be negotiated and completed during the Plans Update phase. See the requirements described in Sections 3.3 & 3.7.

Plan Type: The CONSULTANT shall provide only the roadway and/or structures 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 Sections 3.9 & 36.6.

Typical Section: The new bridge section will meet AASHTO requirements for lanes and shoulder widths for the determined design speed and traffic volumes.

Right-of-Way: Right-of-way (R/W) 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 R/W is 60’ throughout the project limits.

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

Cross Slope: There have been no cross-slope deficiencies identified in this project at this time. As early as possible, the collected survey data along this project 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.

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

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 will require that a lane closure analysis be performed by the CONSULTANT. See Section 4.10 for further guidance.

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

Design Variations/Exceptions: The CONSULTANT should review all existing features within the project limits for a functional design that will meet FDOT design standards and make a determination whether a Design Variation or Exception is appropriate.

Conditions may be identified during design that may warrant 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.

2.2 Drainage (Activities 6a and 6b)

System Type: CR 389 has an open drainage system throughout the project limits.

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.

All existing drainage structures within the limits of construction shall be shown on the construction plans. The CONSULTANT shall inspect all drainage structures for function, scour, erosion, structural integrity, accumulation of sediments, and design as it pertains to pedestrian and vehicular safety. Prior to submitting staffhours, the CONSULTANT shall clearly communicate the drainage survey needs to the SURVEYOR and shall minimize the survey effort where possible.

Drainage design treatments should be discussed with the Design Project Manager and the District Drainage Office before being added to the construction plans.

The CONSULTANT shall develop hydraulic requirements for the new structure and any other treatment requirements for the project.

Prior to the staffhour negotiations, notify the District Drainage Office and DEMO as to whether the Watson Bayou Bridge is tidally influenced. If the bridge is tidally influenced and subject to coastal hydraulics, a Coastal Engineer will be required for the hydraulic design of the new bridge.

2.3 Utilities Coordination (Activity 7)

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

The Surveyor of Record (SOR) shall communicate with the Engineer of Record (EOR) early/prior to staffhour negotiations to determine the specific survey needs

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The CONSULTANT will identify which utilities exist within the corridor during the survey phase by calling Sunshine 811. A copy of the Sunshine 811 “design” ticket listing all utility owners within the project limits shall be provided within 10 business days of the Notice to Proceed (NTP).

Once the draft design is apparent, the CONSULTANT shall determine if any additional survey is required with regard to utility designations in order 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 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 7.17 of this document. 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.

For above-ground fixed utility (AFU) installations that are to remain and do not meet FDOT horizontal clearance and clear zone requirements WITHOUT viable options for relocation within the R/W, the CONSULTANT will be responsible for obtaining Design Exceptions.

For above-ground fixed utility (AFU) installations that are expected to be impacted and relocated due to construction activities, the final placement of the AFU must meet FDOT horizontal clearance and clear zone requirements. The Utility Agency Owner (UAO) will be responsible for pursuing and obtaining Design Exceptions for any alternate design (including shielding).

The CONSULTANT is to review the Utility Work Schedules and assure that they are compatible with the plans.

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

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

United States Coast Guard, Northwest Florida Water Management District, Department of Environmental Protection, 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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The CONSULTANT shall complete the Bridge Project Questionnaire which serves as a tool to validate or disprove the navigability of the waterway and will determine whether a United States Coast Guard (USCG) permit will be required prior to construction. The blank questionnaire form can be provided by the DEPARTMENT’s Design Project Manager. The completed questionnaire shall be provided by the CONSULTANT with the Phase I submittal. See Section 8.6. The DEPARTMENT’s Design Project Manager will submit the complete Bridge Project Questionnaire to the DEPARTMENT’s Environmental Management Office (EMO) who will in turn transmit the document to FHWA or to the USCG depending on project funding.

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

2.5 Structures (Activities 9 – 18)

The principle intent of this project is to replace the existing structurally deficient bridges on CR 389 (East Avenue) over…