CN-550000-C9W91.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-12

PROCUREMENT

OGC – 09/16

Contract No.: C9W91

FDOT Financial ID No.(s) 43972213201

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

(required for contracts in excess of $5 million)

F.A.P. No. N/A

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 Chipola Engineering Group, Inc.

(FEID No. 464372109 ) of 4420 Jackson Street, Marianna, Florida 32448 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 State Road 75 (US 231) from North of State Road 73 to North of County Road 162 (Jacob Road) in Jackson 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 4420 Jackson Street, Marianna, Florida 32448.

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 21 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: 06B4452D-E536-4C3F-90BA-C21AFB609FEA

October 30, 2017

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:

Ceteris, Inc. Alday-Howell Engineering, Inc.

George & Associates, Consulting Engineers, Inc.

Protean Design Group, Inc. Diversified Design and Drafting Services, Inc.

Florida Bridge and Transportation, Inc.

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-81 : 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.

Chipola Engineering 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

DocuSign Envelope ID: 06B4452D-E536-4C3F-90BA-C21AFB609FEA

Herrold D. Willis

Secretary

FINAL OCTOBER 12, 2017

EXHIBIT A

SCOPE OF SERVICES

FOR

RESURFACING, REHABILITATION, & RESTORATION

Small Business Development Initiative

FINANCIAL PROJECT ID. (FPID) 439722-1-32-01

State Road 75 (US 231)

From North of State Road 73 to North of County Road 162 (Jacob Road)

DISTRICT THREE

JACKSON COUNTY

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1 PURPOSE __________________________________________________________11

2 PROJECT DESCRIPTION ___________________________________________12

2.1 Project General and Roadway (Activities 3, 4, and 5) ___________________14

2.2 Drainage (Activities 6a and 6b) ____________________________________16

2.3 Utilities Coordination (Activity 7) __________________________________17

2.4 Environmental Permits, Compliances, and Clearances (Activity 8) ________18

2.5 Structures (Activities 9 – 18) (Not Applicable to this project) ____________18

2.6 Signing and Pavement Markings (Activities 19 & 20) __________________18

2.7 Signalization (Activities 21 & 22) (Not Applicable to this project) ________18

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) _____________________________________________19

2.11 Photogrammetry (Activity 28) _____________________________________19

2.12 Mapping (Activity 29) (Not applicable to this project) __________________19

2.13 Terrestrial Mobile LiDAR (Activity 30) _____________________________19

2.14 Architecture (Activity 31) (Not Applicable to this project) _______________20

2.15 Noise Barriers (Activity 32) (Not Applicable to this project) _____________20

2.16 Intelligent Transportation Systems (Activities 33 & 34) _________________20

2.17 Geotechnical (Activity 35) (To Be Conducted by the Department) ________21

2.18 Project Schedule ________________________________________________21

2.19 Submittals _____________________________________________________22

2.20 Provisions for Work _____________________________________________28

2.21 Services to be Performed by the DEPARTMENT ______________________34

3 PROJECT COMMON AND PROJECT GENERAL TASKS _______________35

Project Common Tasks ________________________________________________35 Project General Tasks _________________________________________________38

3.1 Public Involvement _____________________________________________39

3.1.1 Community Awareness Plan ______________________________________39

3.1.2 Notifications ___________________________________________________39

3.1.3 Preparing Mailing Lists __________________________________________40

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) _____________41

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)43

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

3.6 Prime Consultant Project Manager Meetings _________________________43

3.7 Plans Update __________________________________________________43

3.8 Post Design Services ____________________________________________44

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 ______________________________________________46

4.1 Typical Section Package _________________________________________46

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 __________________________________________46

4.5 Horizontal/Vertical Master Design Files _____________________________47

4.6 Access Management (Not applicable to this project) ___________________47

4.7 Roundabout Evaluation (Not applicable to this project) _________________47

4.8 Roundabout Final Design Analysis (Not applicable to this project) ________47

4.9 Cross Section Design Files _______________________________________47

4.10 Traffic Control Analysis _________________________________________47

4.11 Master TCP Design Files (Not applicable to this project) ________________48

4.12 Design Variations and Exceptions __________________________________48

4.13 Design Report _________________________________________________48

4.14 Quantities _____________________________________________________49

4.15 Cost Estimate __________________________________________________49

4.16 Technical Special Provisions (Not applicable to this project) _____________49

4.17 Other Roadway Analysis (Not applicable to this project) ________________49

4.18 Field Reviews __________________________________________________49

4.19 Monitor Existing Structures (Not applicable to this project) ______________49

4.20 Technical Meetings _____________________________________________50

4.21 Quality Assurance/Quality Control _________________________________50

4.22 Independent Peer Review (Not applicable to this project) ________________50

4.23 Supervision ____________________________________________________50

4.24 Coordination ___________________________________________________50

5 ROADWAY PLANS _________________________________________________50

5.1 Key Sheet _____________________________________________________50

5.2 Summary of Pay Items Including Quantity Input ______________________51

5.3 Typical Section Sheets ___________________________________________51

5.4 General Notes/Pay Item Notes _____________________________________51

5.5 Summary of Quantities Sheets _____________________________________51

5.6 Project Layout (Not applicable to this project) ________________________51

5.7 Plan/Profile Sheet (Not applicable to this project) ______________________51

5.8 Profile Sheet (Not applicable to this project) __________________________51

5.9 Plan Sheet _____________________________________________________51

5.10 Special Profile (Not applicable to this project) ________________________51

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

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

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

5.14 Intersection Layout Details (Not applicable to this project) ______________52

5.15 Special Details (Not applicable to this project) ________________________52

5.16 Cross-Section Pattern Sheet(s) (Not applicable to this project) ____________52

5.17 Roadway Soil Survey Sheet(s) _____________________________________52

5.18 Cross Sections _________________________________________________52

5.19 Temporary Traffic Control Plan Sheets ______________________________52

5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to this project) _______________________________________________________52

5.21 Temporary Traffic Control Detail Sheets (Not applicable to this project) ___52

5.22 Utility Adjustment Sheets ________________________________________52

5.23 Selective Clearing and Grubbing Sheet(s) (Not applicable to this project) ___52

5.24 Project Network Control Sheet(s) __________________________________52

5.25 Environmental Detail Sheets (Not applicable to this project) _____________52

5.26 Utility Verification Sheet(s) (SUE Data) (Not applicable to this project) ____52

5.27 Quality Assurance/Quality Control _________________________________52

5.28 Supervision ____________________________________________________52

6a DRAINAGE ANALYSIS ______________________________________________52 6a.1 Drainage Map Hydrology (Not applicable to this project) _______________53 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 _______________________________________________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 (Not applicable to this project) _________________53 6a.10 Optional Culvert Material ________________________________________54 6a.11 French Drain Systems (Not applicable to this project) __________________54 6a.12 Drainage Wells (Not applicable to this project) ________________________54 6a.13 Drainage Design Documentation Report _____________________________54 6a.14 Bridge Hydraulic Report (Not applicable to this project) ________________54 6a.15 Temporary Drainage Analysis (Not applicable to this project) ____________54 6a.16 Cost Estimate __________________________________________________54 6a.17 Technical Special Provisions (Not applicable to this project) _____________54 6a.18 Other Drainage Analysis _________________________________________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

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6a.24 Supervision ____________________________________________________54 6a.25 Coordination ___________________________________________________54

6b DRAINAGE PLANS _________________________________________________54 6b.1 Drainage Map (Including Interchanges) (Not applicable to this project) ____54 6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to this project) _55 6b.3 Summary of Drainage Structures ___________________________________55 6b.4 Optional Pipe/Culvert Material ____________________________________55 6b.5 Drainage Structure Sheet(s) (Per Structure) (Not applicable to this project)__55 6b.6 Miscellaneous Drainage Detail Sheets _______________________________55 6b.7 Lateral Ditch Plan/Profile ________________________________________55 6b.8 Lateral Ditch Cross Sections (Not applicable to this project) _____________55 6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project) ___55 6b.10 Retention Pond Cross Sections (Not applicable to this project) ___________55 6b.11 Erosion Control Plan Sheet(s) _____________________________________55 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) ________56

7.4 Exception Processing ____________________________________________56

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) _______________________________________________57

7.9 Utility Design Meeting ___________________________________________57

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

Agreements ___________________________________________________57

7.11 Utility Coordination/Follow-up ____________________________________58

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT) _58

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

Included via Supplemental Agreement) ______________________________58

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) _______59

7.17 Other Utilities __________________________________________________59

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND CLEARANCES _____59

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 ________________61

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8.5 Prepare Dredge and Fill Sketches (as needed) (Not applicable to this project) 61

8.6 Prepare USCG Permit Sketches (Not applicable to this project) ___________61

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) _________________________________________62

8.9 Prepare Tree Permit Information (Not applicable to this project) __________62

8.10 Mitigation Design (Not applicable to this project) _____________________62

8.11 Mitigation Coordination and Meetings (Not applicable to this project) _____62

8.12 Other Environmental Permits (Not applicable to this project)_____________62

8.13 Technical Support to Department for Environmental Clearances and Re-evaluations (Not applicable to this project) ___________________________62

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 (Not applicable to this project) _________63

9.2 Project Layout (Not applicable to this project) ________________________63

9.3 General Notes and Bid Item Notes (Not applicable to this project) ________63

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

9.5 Incorporate Report of Core Borings (Not applicable to this project) ________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 ______________________________________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 and tasks 10.1 – 10.35 are not applicable to this project. _______________________________________63

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable to this project. _____________________________________________63

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 – 12.28 are not applicable to this project. _______________________________________64

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13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13.55 are not applicable to this project. _______________________________________64

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14.62 are not applicable to this project. __________________________________________64

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable to this project. _______________________________________64

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable to this project. _________________________________________________________64

17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not applicable to this project. _______________________________________________________64

18 STRUCTURES - MISCELLANEOUS __________________________________64

Concrete Box Culverts _________________________________________________64

18.1 Concrete Box Culverts ___________________________________________64

18.2 to 18.29 are not applicable to this project ______________________________64

18.30 Special Structures _______________________________________________64

18.31 Other Structures ________________________________________________64

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________64

19.1 Traffic Data Analysis ____________________________________________65

19.2 No Passing Zone Study (Not applicable to this project) _________________65

19.3 Reference and Master Design File __________________________________65

19.4 Multi-Post Sign Support Calculations _______________________________65

19.5 Sign Panel Design Analysis _______________________________________65

19.6 Sign Lighting/Electrical Calculations (Not applicable to this project) ______65

19.7 Quantities _____________________________________________________65

19.8 Cost Estimate __________________________________________________65

19.9 Technical Special Provisions (Not applicable to this project) _____________65

19.10 Other Signing and Pavement Marking Analysis (Not applicable to this project)65

19.11 Field Reviews __________________________________________________65

19.12 Technical Meetings _____________________________________________65

19.13 Quality Assurance/Quality Control _________________________________65

19.14 Independent Peer Review (Not applicable to this project) ________________65

19.15 Supervision ____________________________________________________66

19.16 Coordination ___________________________________________________66

20 SIGNING AND PAVEMENT MARKING PLANS ________________________66

20.1 Key Sheet _____________________________________________________66

20.2 Summary of Pay Items Including Project Preconstruction (PrP) Input ______66

20.3 Tabulation of Quantities __________________________________________66

20.4 General Notes/Pay Item Notes _____________________________________66

20.5 Project Layout (Not applicable to this project) ________________________66

20.6 Plan Sheet _____________________________________________________66

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20.7 Typical Details (Not applicable to this project) ________________________66

20.8 Guide Sign Work Sheet(s) ________________________________________66

20.9 Traffic Monitoring Site (Not applicable to this project) _________________66

20.10 Cross Sections _________________________________________________66

20.11 Special Service Point Details (Not applicable to this project) _____________66

20.12 Special Details (Not applicable to this project) ________________________66

20.13 Interim Standards (Not applicable to this project) ______________________66

20.14 Quality Assurance/Quality Control _________________________________66

20.15 Supervision ____________________________________________________67

21 SIGNALIZATION ANALYSIS and tasks 21.1 – 21.19 are not applicable to this project. ____________________________________________________________67

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable to this project. ____________________________________________________________67

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

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable to this project. __67

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.17 are not applicable for this project. _____________________________________________67

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable to this project. _____________________________________________67

27 SURVEY ___________________________________________________________67

27.1 Horizontal Project Control (HPC) (To Be Provided by the DEPARTMENT) _68

27.2 Vertical Project Control (VPC) (To Be Provided by the DEPARTMENT) ___68

27.3 Alignment and/or Existing Right of Way (R/W) Lines __________________68

27.4 Aerial Targets __________________________________________________68

27.5 Reference Points _______________________________________________68

27.6 Topography/Digital Terrain Model (DTM) (3D) _______________________68

27.7 Planimetric (2D) ________________________________________________68

27.8 Roadway Cross Sections/Profiles __________________________________68

27.9 Side Street Surveys _____________________________________________68

27.10 Underground Utilities____________________________________________68

27.11 Outfall Survey _________________________________________________68

27.12 Drainage Survey ________________________________________________68

27.13 Bridge Survey (Minor/Major) _____________________________________68

27.14 Channel Survey ________________________________________________69

27.15 Pond Site Survey _______________________________________________69

27.16 Mitigation Survey ______________________________________________69

27.17 Jurisdiction Line Survey _________________________________________69

27.18 Geotechnical Support ____________________________________________69

27.19 Sectional/Grant Survey __________________________________________69

27.20 Subdivision Location ____________________________________________69

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27.21 Maintained R/W ________________________________________________69

27.22 Boundary Survey _______________________________________________69

27.23 Water Boundary Survey __________________________________________69

27.24 Right of Way Staking, Parcel / Right of Way Line _____________________69

27.25 Right of Way Monumentation (To Be Provided During Post Design) ______70

27.26 Line Cutting ___________________________________________________70

27.27 Work Zone Safety ______________________________________________70

27.28 Miscellaneous Surveys ___________________________________________70

27.29 Supplemental Surveys ___________________________________________70

27.30 Document Research (To Be Provided by the DEPARTMENT) ___________70

27.31 Field Review __________________________________________________70

27.32 Technical Meetings _____________________________________________70

27.33 Quality Assurance/Quality Control (QA/QC) _________________________70

27.34 Supervision ____________________________________________________71

27.35 Coordination ___________________________________________________71

28 PHOTOGRAMMETRY and tasks 28.1 – 28.25 are not applicable to this project.71

29 MAPPING and tasks 29.1 – 29.36 are not applicable to this project. __________71

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 – 30.19 are not applicable to this project. _________________________________________________________71

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not applicable to this project. _______________________________________________________71

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 – 32.9 are not applicable to this project. ______________71

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS _____________71

33.1 ITS Analysis ___________________________________________________72

33.2 Communications Plan (Not applicable to this project) __________________73

33.3 Lightning Protection Analysis _____________________________________74

33.4 Power Subsystem (Not applicable to this project) ______________________74

33.5 Voltage Drop Calculations ________________________________________74

33.6 Design Documentation ___________________________________________74

33.7 Existing ITS ___________________________________________________75

33.8 Queue Analysis (Not applicable to this project) _______________________75

33.9 Reference and Master ITS Design File ______________________________75

33.10 Reference and Master Communications Design File (Not applicable to this project) _______________________________________________________75

33.11 Pole Elevation Analysis __________________________________________75

33.12 Sign Panel Design Analysis (Not applicable to this project) ______________75

33.13 Quantities _____________________________________________________75

33.14 Cost Estimate __________________________________________________76

33.15 Technical Special Provisions ______________________________________76

33.16 Other ITS Analyses _____________________________________________76

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33.17 Field Reviews __________________________________________________76

33.18 Technical Meetings _____________________________________________76

33.19 Quality Assurance / Quality Control ________________________________76

33.20 Supervision ____________________________________________________77

33.21 Coordination ___________________________________________________77

34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS _________________77

34.1 Key Sheet _____________________________________________________77

34.2 Summary of Pay Items Including Project Preconstruction (PrP) Input ______77

34.3 Tabulation of Quantities __________________________________________77

34.4 General Notes / Pay Item Notes ____________________________________78

34.5 Project Layout _________________________________________________78

34.6 Typical and Special Details _______________________________________78

34.7 Plan Sheet _____________________________________________________78

34.8 ITS Communications Plans (Not applicable to this project) ______________78

34.9 Fiber Optic Splice Diagrams ______________________________________78

34.10 Lightning Protection Plans ________________________________________78

34.11 Cross Sections _________________________________________________79

34.12 Guide Sign Work Sheet(s) (Not applicable to this project) _______________79

34.13 Special Service Point Details ______________________________________79

34.14 Strain Pole Schedule (Not applicable to this project) ___________________79

34.15 Overhead / Cantilever Sign Structure (Not applicable to this project) ______79

34.16 Other Overhead Sign Structures (Long Span, Monotube, etc.) (Not applicable to this project) _________________________________________________79

34.17 Traffic Control Plans (Not applicable to this project) ___________________79

34.18 Interim Standards _______________________________________________79

34.19 GIS Data and Asset Management Requirements (Not applicable to this project)79

34.20 Quality Assurance / Quality Control ________________________________79

34.21 Supervision ____________________________________________________79

35 GEOTECHNICAL (TO BE PROVIDED BY THE DEPARTMENT) _________80

36 PROJECT REQUIREMENTS _________________________________________80

36.1 Liaison Office _________________________________________________80

36.2 Key Personnel _________________________________________________80

36.3 Progress Reporting ______________________________________________80

36.4 Correspondence ________________________________________________80

36.5 Professional Endorsement ________________________________________80

36.6 Computer Automation ___________________________________________81

36.7 Coordination with Other Consultants________________________________81

36.8 Optional Services _______________________________________________81

37 INVOICING LIMITS ________________________________________________81

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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 or FDOT) and Chipola Engineering Group (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 439722-1-32-01 County Section No.: 53050000 Description: State Road (SR) 75 (US 231) from North of SR 73 to

North of County Road (CR) 162 (Jacob Road) County: Jackson

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: RESURFACING

Major work groups include: 3.1

Minor work groups include: 6.3.1, 7.1, 8.1, 8.2

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: 439722-1-32-01

OCTOBER 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: 439722-1-32-01

This 3R project primarily consists of resurfacing SR 75 (US 231) from north of SR 73 (CMP 7.018) to north of CR 162 (Jacob Road) (CMP 10.499). Existing travel lanes, auxiliary lanes, median crossovers, and paved shoulders will be resurfaced. The typical section consists of 12' travel lanes, a grassed median, and 10' shoulders (4' outside paved shoulders). The right-of-way varies throughout the project limits. No additional right-of-way will be required.

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The CONSULTANT shall take a practical approach to the project by identifying cost savings on any/all phases of the project (design and construction).

SR 75 has been designated as a “Hurricane Evacuation Route”.

SR 75 is a designated Strategic Intermodal System (SIS) highway facility. The CONSULTANT shall be responsible for identifying and obtaining any Design Variations needed for deviating from SIS criteria.

A supplemental Closed Circuit Television (CCTV) Camera, including pole and cabinet, will be installed as part of this project. A CCTV Site Study will be required. The new camera shall be placed between the two existing cameras in order to provide improved video coverage of the intersection of SR 75 and CR 162. In addition, a wireless (Bluetooth) travel time detector, which is compatible with the existing Freeway Management System will be installed at that location. Refer to Section 2.16.

Per the FDOT Traffic Operations Office and the Roadway Characteristics Inventory (RCI) Database, the posted (justified) speed limit on SR 75 is 65 mph. Any contradictions to the posted (justified) speeds described above (found posted in the field, or proposed by CONSULTANT) will require close coordination with the DEPARTMENT’s Design Project Manager and approval from the FDOT Traffic Operations Office on the project’s Typical Section Package.

Several median openings and sideroad turnouts show signs of off-tracking. These locations shall be reviewed by the CONSULTANT to determine if improvements are feasible. Recommendations for radius reconstruction should be discussed with the DEPARMENT's Design Project Manager.

All guardrail (including guardrail end anchorage assemblies and connections to bridge rail) shall be evaluated for conformance to FDOT Standards for type, height, and offset to the travel lanes and hazards. Existing guardrail shall be evaluated to determine if the length of advancement meets FDOT Standards. The guardrail should be extended if required.

It is the DEPARTMENT’s desire to make every effort to avoid impacts to trees within the project limits. The CONSULTANT shall be cognizant of the limits of construction and any work activities that may pose a threat to existing trees or their root systems. Any tree impacts perceived to be unavoidable shall be closely reviewed with the DEPARTMENT’s Design Project Manager who will in turn review with other DEPARTMENT staff as appropriate. When there is the potential to impact trees, the CONSULTANT shall be prepared to provide and present alternate design scenarios with corresponding cost estimates and implications (drainage, utilities, etc.) when requested.

COORDINATION REQUIREMENTS: This project should be coordinated with any and all adjacent County, State or private projects, including the following known projects:

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1) FPID 437747-1-52-32-01 – FDOT Project – resurfacing of SR 75 (US 231) from CR 169 (Peanut Road) to North of SR 73. This project is scheduled for Construction Letting FY 2018. The DEPARTMENT’s Design Project Manager is Mr. Ray Corbitt (850-330-1425).

Features installed on FDOT R/W by non-FDOT 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 I. See Section 3.1 for specific requirements.

Other Agency Presentations/Meetings: N/A

Joint Project Agreements: N/A

Maintenance Agreement: N/A

Project Agreement: N/A

Offsite Detour Approval Form and Plan: N/A

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

Value Engineering: N/A

Risk Assessment Workshop: N/A

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.

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Typical Section: SR 75 is a four-lane, divided rural facility throughout the project limits with two (2) 12' travel lanes in each direction, a 40' grassed median, and 10' shoulders (4' outside paved shoulders).

Resurfacing Limits: SR 75 will be resurfaced from the visible pavement change north of SR 73 (CMP 7.018) to the pavement change north of CR 162 (Jacob Road) (CMP 10.499).

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 varies throughout the project between 185 ' min. and 275 ' max.

Pavement Design: The DEPARTMENT will provide the Pavement Design for this project. One (1) pavement design is anticipated for this project. In addition, a pavement design for the paved median openings will be determined by the District Bituminous Engineer.

All excess milled asphalt not used by the Contractor in the resurfacing mix is to become the property of the Contractor.

Pavement Type Selection Report(s): N/A

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.

Access Management Classification: This project has an Access Management Classification of 3.

Transit Route Features: N/A

Major Intersections/Interchanges: N/A

Roadway Alternative Analysis: N/A

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

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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. SR 75 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.

Temporary Signals: N/A

Temporary Lighting: N/A

Temporary Drainage: N/A

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.

Back of Sidewalk Profiles: N/A

2.2 Drainage (Activities 6a and 6b)

System Type: SR 75 has an open drainage system throughout the project limits.

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

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

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 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.

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 required for locating utilities based on the anticipated limits of construction and the proposed scope of work.

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.