CN-550000-C9T33.pdf

year term

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD PROFESSIONAL SERVICES AGREEMENT

Contract No.

FDOT Financial ID No.(s)

F.A.P. No.

THIS AGREEMENT, made and entered into this day of , by and between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida, hereinafter called the

Department and

(F.E.I.D. No. ) of 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 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

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

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 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

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 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 .

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.

(This date to be entered by DOT only)

PROCUREMENT

375-030-12

OGC - 09/16

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)

43775313201

0711 009 P

David H. Melvin, Inc.

592990336 4428 Lafayette Street, Marianna, Florida 32447

September, 2016

Design of State Road 81 from State Road 20 to the Holmes County Line in Walton County.

4428 Lafayette Street, Marianna, Florida 32447

Dir. of Transportation Development

DocuSign Envelope ID: 2A661A8F-FD44-4A07-B74E-BA5A1AEF2418 do notdo

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 .

4. SUBCONTRACTS

The following subconsultants are authorized under this Agreement in accordance with Section 7.A. of the

Standard Professional Services Agreement Terms:

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

B. The services provided herein 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- : Exhibit "A", Scope of Services

Page B-1 through Page B- : 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.

Name of Consultant

BY:

Authorized Signature

(Print/Type)

Title:

(Print/Type)

BY:

STATE OF FLORIDA

DEPARTMENT OF TRANSPORTATION

Title:

FOR DEPARTMENT USE ONLY

APPROVED:

Professional Services Unit General Counsel Office

PROCUREMENT

375-030-12

OGC - 09/16

LEGAL REVIEW:

500,000.00

Snelgrove Surveying and Mapping, Inc.

Phillips Precision Engineering, Inc.

Florida Bridge and Transportation, Inc.

Panhandle Engineering & Construction, Inc (d/b/a PECS)

Director of Transportation Development

David H. Melvin, Inc.

Jared Perdue, P.E.

Director of Transportation Development

Carpe Diem Community Solutions, Inc.

FINAL JANUARY 16, 2017

EXHIBIT A

SCOPE OF SERVICES

FOR

RESURFACING, REHABILITATION, & RESTORATION

FINANCIAL PROJECT ID (FPID). 437753-1-32-01

FEDERAL PROJECT NO. 0711-009-P

State Road (SR) 81

From SR 20 to the Holmes County Line

DISTRICT THREE

WALTON COUNTY

JANURAY 16, 2017 A-2 FPID: 437753-1-32-01

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) ______________________________________18

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

2.7 Signalization (Activities 21 & 22) (Not applicable to this project) _________19

2.8 Lighting (Activities 23 & 24) (Not applicable to this project)_____________19

2.9 Landscape Architecture (Activities 25 & 26) (Not applicable to this project) 19

2.10 Survey (Activity 27) _____________________________________________19

2.11 Photogrammetry (Activity 28) (Not applicable to this project) ____________20

2.12 Mapping (Activity 29) (Not applicable to this project) __________________20

2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project) ____20

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) (Not applicable for this project) _______________________________________________________20

2.17 Geotechnical (Activity 35)(To Be Provided by the DEPARTMENT) ______20

2.18 Project Schedule ________________________________________________20

2.19 Submittals _____________________________________________________21

2.20 Provisions for Work _____________________________________________27

2.21 Services to be Performed by the DEPARTMENT ______________________32

3 PROJECT COMMON AND PROJECT GENERAL TASKS _______________34

Project Common Tasks ________________________________________________34 Project General Tasks _________________________________________________37

3.1 Public Involvement _____________________________________________37

3.1.1 Community Awareness Plan ______________________________________38

3.1.2 Notifications ___________________________________________________38

3.1.3 Preparing Mailing Lists (Not applicable to this project) _________________39

3.1.4 Median Modification Letters (Not applicable to this project) _____________39

3.1.5 Driveway Modification Letters (Not applicable to this project) ___________39

3.1.6 Newsletters (Not applicable to this project) ___________________________39

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________39

3.1.8 PowerPoint Presentations (Not applicable to this project) ________________39

3.1.9 Public Meeting Preparations (Not applicable to this project) _____________39

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) __39

3.1.11 Other Agency Meetings (Not applicable to this project) _________________39

3.1.12 Web Site (Not applicable to this project) _____________________________39

3.2 Joint Project Agreements (Not applicable to this project) ________________39

3.3 Specifications Package Preparation (To be Prepared during Plans Update) __39

3.4 Contract Maintenance and Electronic Document Management System (EDMS)41

JANURAY 16, 2017 A-3 FPID: 437753-1-32-01

3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) _______________________________________________________41

3.6 Prime Consultant Project Manager Meetings _________________________41

3.7 Plans Update __________________________________________________41

3.8 Post Design Services ____________________________________________41

3.9 Digital Delivery (To be Provided during Plans Update) _________________43

3.10 Risk Assessment Workshop (Not applicable to this project) ______________43

3.11 Railroad, Transit and/or Airport Coordination (Not applicable to this project)43

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

4 ROADWAY ANALYSIS ______________________________________________43

4.1 Typical Section Package _________________________________________44

4.2 Pavement Type Selection Report (Not applicable to this project) __________44

4.3 Pavement Design Package (To Be Provided By The DEPARTMENT) _____44

4.4 Cross-Slope Correction __________________________________________44

4.5 Horizontal/Vertical Master Design Files _____________________________44

4.6 Access Management (Not applicable to this project) ___________________45

4.7 Roundabout Evaluation (Not applicable to this project) _________________45

4.8 Roundabout Final Design Analysis (Not applicable to this project) ________45

4.9 Cross Section Design Files________________________________________45

4.10 Traffic Control Analysis _________________________________________45

4.11 Master TCP Design Files (not applicable for this project) _______________46

4.12 Design Variations and Exceptions __________________________________46

4.13 Design Report _________________________________________________46

4.14 Quantities _____________________________________________________47

4.15 Cost Estimate __________________________________________________47

4.16 Technical Special Provisions (Not applicable to this project) _____________47

4.17 Other Roadway Analysis (Not applicable to this project) ________________47

4.18 Field Reviews __________________________________________________47

4.19 Protection of Existing Structures (Not applicable to this project) __________47

4.20 Technical Meetings _____________________________________________47

4.21 Quality Assurance/Quality Control _________________________________48

4.22 Independent Peer Review (Not applicable to this project)________________48

4.23 Supervision ____________________________________________________48

4.24 Coordination ___________________________________________________48

5 ROADWAY PLANS _________________________________________________48

5.1 Key Sheet _____________________________________________________48

5.2 Summary of Pay Items Including Quantity Input ______________________48

5.3 Typical Section Sheets ___________________________________________49

5.4 General Notes/Pay Item Notes _____________________________________49

5.5 Summary of Quantities Sheets _____________________________________49

5.6 Project Layout _________________________________________________49

5.7 Plan/Profile Sheet (Not applicable to this project) ______________________49

5.8 Profile Sheet (Not applicable to this project) __________________________49

5.9 Plan Sheet _____________________________________________________49

5.10 Special Profile (Not applicable to this project) ________________________49

JANURAY 16, 2017 A-4 FPID: 437753-1-32-01

5.11 Back-of-Sidewalk Profile Sheet (Not applicable to this project) ___________49

5.12 Interchange Layout Sheet (Not applicable to this project)________________49

5.13 Ramp Terminal Details (Plan View) (Not applicable to this project) _______49

5.14 Intersection Layout Details _______________________________________49

5.15 Special Details (Not applicable to this project) ________________________49

5.16 Cross-Section Pattern Sheet(s) (Not applicable to this project) ____________49

5.17 Roadway Soil Survey Sheet(s) _____________________________________49

5.18 Cross Sections _________________________________________________49

5.19 Temporary Traffic Control Plan Sheets (Not applicable to this project) _____50

5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to this project) _______________________________________________________50

5.21 Temporary Traffic Control Detail Sheets (Not applicable to this project) ___50

5.22 Utility Adjustment Sheets (Not applicable to this project) _______________50

5.23 Selective Clearing and Grubbing Sheet(s) ____________________________50

5.24 Project Network Control Sheet(s) __________________________________50

5.25 Environmental Detail Sheets (Not applicable to this project) _____________50

5.26 Utility Verification Sheet(s) (SUE Data) (Not applicable to this project) ____50

5.27 Quality Assurance/Quality Control _________________________________50

5.28 Supervision ____________________________________________________50

6a DRAINAGE ANALYSIS ______________________________________________50 6a.1 Drainage Map Hydrology ________________________________________51 6a.2 Base Clearance Report (Not applicable to this project) __________________51 6a.3 Pond Siting Analysis and Report (Not applicable to this project) __________51 6a.4 Design of Cross Drains __________________________________________52 6a.5 Design of Ditches _______________________________________________52 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project) _________________________________________52 6a.7 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond)

(Not applicable to this project) _____________________________________52 6a.8 Design of Floodplain Compensation (Not applicable to this project) _______52 6a.9 Design of Storm Drains (Not applicable to this project) _________________52 6a.10 Optional Culvert Material ________________________________________52 6a.11 French Drain Systems (Not applicable to this project) __________________52 6a.12 Drainage Wells (Not applicable to this project) ________________________52 6a.13 Drainage Design Documentation Report _____________________________52 6a.14 Bridge Hydraulic Report (Not applicable to this project) ________________52 6a.15 Temporary Drainage Analysis (Not applicable to this project) ____________52 6a.16 Cost Estimate (Not applicable to this project) _________________________52 6a.17 Technical Special Provisions (Not applicable to this project) _____________52 6a.18 Other Drainage Analysis _________________________________________52 6a.19 Field Reviews __________________________________________________53 6a.20 Technical Meetings _____________________________________________53 6a.21 Environmental Look-Around Meetings (Not applicable to this project) _____53 6a.22 Quality Assurance/Quality Control _________________________________53 6a.23 Independent Peer Review (Not applicable to this project)________________53 6a.24 Supervision ____________________________________________________53

JANURAY 16, 2017 A-5 FPID: 437753-1-32-01

6a.25 Coordination ___________________________________________________53

6b DRAINAGE PLANS _________________________________________________53 6b.1 Drainage Map (Including Interchanges) (Not applicable to this project) ____53 6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to this project) _53 6b.3 Summary of Drainage Structures ___________________________________53 6b.4 Optional Pipe/Culvert Material ____________________________________53 6b.5 Drainage Structure Sheet(s) (Per Structure) ___________________________53 6b.6 Miscellaneous Drainage Detail Sheets _______________________________53 6b.7 Lateral Ditch Plan/Profile ________________________________________53 6b.8 Lateral Ditch Cross Sections ______________________________________53 6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project) ___53 6b.10 Retention Pond Cross Sections (Not applicable to this project) ___________53 6b.11 Erosion Control Plan Sheet(s) (Not applicable to this project) ____________53 6b.12 SWPPP Sheet(s) ________________________________________________53 6b.13 Quality Assurance/Quality Control _________________________________53 6b.14 Supervision ____________________________________________________54

7 UTILITIES _________________________________________________________54

7.1 Utility Kickoff Meeting __________________________________________54

7.2 Identify Existing Utility Agency Owner(s) ___________________________54

7.3 Make Utility Contacts (To Be Conducted by the DEPARTMENT) ________54

7.4 Exception Processing (Not applicable for this project) __________________54

7.5 Preliminary Utility Meeting (Not applicable for this project) _____________54

7.6 Individual/Field Meetings ________________________________________54

7.7 Collect and Review Plans and Data from UAO(s) _____________________55

7.8 Subordination of Easements Coordination (Not applicable for this project) __55

7.9 Utility Design Meeting ___________________________________________55

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

Agreements ___________________________________________________55

7.11 Utility Coordination/Follow-up ____________________________________55

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT) _56

7.13 Additional Utility Services (Not applicable for this project) ______________56

7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable for this project)____________________________________________________56

7.15 Contract Plans to UAO(s) ________________________________________56

7.16 Certification/Close-Out (To Be Conducted by the DEPARTMENT) _______56

7.17 Other Utilities (Not applicable for this project) ________________________56

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND CLEARANCES _____56

8.1 Preliminary Project Research ______________________________________56

8.2 Field Work ____________________________________________________57

8.3 Agency Verification of Wetland Data (Not applicable to this project) ______58

8.4 Complete and Submit All Required Permit Applications (Not applicable to this project) _______________________________________________________58

8.5 Prepare Dredge and Fill Sketches (as needed) (Not applicable for this project)58

8.6 Prepare USCG Permit Sketches (as needed) (Not applicable for this project) 58

JANURAY 16, 2017 A-6 FPID: 437753-1-32-01

8.7 Prepare Water Management District Right of Way Occupancy Sketches (Not applicable for this project) ________________________________________58

8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project) ________________________________________58

8.9 Prepare Tree Permit Information (Not applicable for this project) _________58

8.10 Mitigation Design (Not applicable for this project) _____________________58

8.11 Mitigation Coordination and Meetings (Not applicable for this project) ____58

8.12 Other Environmental Permits (Not applicable for this project) ____________58

8.13 Technical Support to Department for Environmental Clearances and Re-evaluations ____________________________________________________58

8.14 Preparation of Environmental Clearances and Reevaluations _____________58

8.15 Contamination Impact Analysis (Not applicable for this project) __________59

8.16 Asbestos Survey (Not applicable for this project) ______________________59

8.17 Technical Meetings _____________________________________________59

8.18 Quality Assurance/Quality Control _________________________________59

8.19 Supervision ____________________________________________________59

8.20 Coordination ___________________________________________________59

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS ________________________________________________________59

9.1 Key Sheet and Index of Drawings (Not applicable for this project) ________59

9.2 Project Layout (Not applicable for this project) _______________________59

9.3 General Notes and Bid Item Notes (Not applicable to this project) ________59

9.4 Miscellaneous Common Details ___________________________________59

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

9.6 Existing Bridge Plans ____________________________________________60

9.7 Assemble Plan Summary Boxes and Quantities _______________________60

9.8 Cost Estimate __________________________________________________60

9.9 Technical Special Provisions ______________________________________60

9.10 Field Reviews __________________________________________________60

9.11 Technical Meetings _____________________________________________60

9.12 Quality Assurance/Quality Control _________________________________60

9.13 Independent Peer Review (Not applicable for this project) _______________60

9.14 Supervision ____________________________________________________60

9.15 Coordination ___________________________________________________60

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 10.35 are not applicable for this project. ______________________________________60

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 11.8 are not applicable for this project. _____________________________________________60

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE ___________________60

General Layout Design and Plans and tasks 12.1 12.6 are not applicable for this project. _______________________________________________________60 End Bent Design and Plans and tasks 12.7 12.10 are not applicable for this project.60

JANURAY 16, 2017 A-7 FPID: 437753-1-32-01

Intermediate Bent Design and Plans and tasks 12.11 12.15 are not applicable for this project. _______________________________________________________60

Miscellaneous Substructure Design and Plans and task 12.16 is not applicable for this project. _______________________________________________________60

Superstructure Design and Plans and tasks 12.17 12.18 are not applicable for this project. _______________________________________________________61

Cast-In-Place Slab Bridges and tasks 12.19 12.21 are not applicable for this project.61 Prestressed Slab Unit Bridges and tasks 12.22 12.26 are not applicable for this project. _______________________________________________________61 Reinforcing Bar Lists and task 12.27 is not applicable for this project. ___________61

12.27 Preparation of Reinforcing Bar List (Not applicable for this project) _______61 Load Rating _________________________________________________________61

12.28 Load Rating ___________________________________________________61

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 13. 55 are not applicable for this project. ______________________________________61

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 14. 60 are not applicable for this project. _________________________________________61

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 15.77 are not applicable for this project. ______________________________________61

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 16.102 are not applicable for this project. ______________________________________________________61

17 STRUCTURES - RETAINING WALL and tasks 17.1 17.21 are not applicable for this project. ______________________________________________________61

18 STRUCTURES - MISCELLANEOUS and tasks 18.1 18.31 are not applicable for this project. ______________________________________________________61

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________62

19.1 Traffic Data Analysis ____________________________________________62

19.2 No Passing Zone Study __________________________________________62

19.3 Reference and Master Design File __________________________________62

19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____62

19.5 Sign Panel Design Analysis (Not applicable for this project) _____________62

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______62

19.7 Quantities _____________________________________________________62

19.8 Cost Estimate (Not applicable to this project) _________________________62

19.9 Technical Special Provisions (Not applicable for this project) ____________63

19.10 Other Signing and Pavement Marking Analysis (Not applicable for this project) _______________________________________________________63

19.11 Field Reviews __________________________________________________63

19.12 Technical Meetings (Not applicable for this project) ___________________63

19.13 Quality Assurance/Quality Control _________________________________63

JANURAY 16, 2017 A-8 FPID: 437753-1-32-01

19.14 Independent Peer Review (Not applicable for this project) _______________63

19.15 Supervision ____________________________________________________63

19.16 Coordination ___________________________________________________63

20 SIGNING AND PAVEMENT MARKING PLANS ________________________63

20.1 Key Sheet _____________________________________________________63

20.2 Summary of Pay Items Including Project Preconstruction (PrP) Input ______63

20.3 Tabulation of Quantities __________________________________________63

20.4 General Notes/Pay Item Notes _____________________________________63

20.5 Project Layout _________________________________________________63

20.6 Plan Sheet _____________________________________________________63

20.7 Typical Details (Not applicable for this project) _______________________63

20.8 Guide Sign Work Sheet(s) (Not applicable for this project) ______________63

20.9 Traffic Monitoring Site (Not applicable for this project)_________________63

20.10 Cross Sections (Not applicable for this project) _______________________63

20.11 Special Service Point Details (Not applicable for this project) ____________63

20.12 Special Details (Not applicable for this project) _______________________63

20.13 Interim Standards _______________________________________________63

20.14 Quality Assurance/Quality Control _________________________________64

20.15 Supervision ____________________________________________________64

21 SIGNALIZATION ANALYSIS and tasks 21.1 21.19 are not applicable for this project._____________________________________________________________64

22 SIGNALIZATION PLANS and tasks 22.1 22.18 are not applicable for this project._____________________________________________________________64

23 LIGHTING ANALYSIS and tasks 23.1 23.18 are not applicable for this project._____________________________________________________________64

24 LIGHTING PLANS and tasks 24.1 24.14 are not applicable for this project. _64

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 25.16 are not applicable for this project. _____________________________________________64

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 26.16 are not applicable for this project. _____________________________________________64

27 SURVEY ___________________________________________________________64

27.1 Horizontal Project Control (HPC) (To Be Provided by the DEPARTMENT) _65

27.2 Vertical Project Control (VPC) (To Be Provided by the DEPARTMENT) ___65

27.3 Alignment and/or Existing Right of Way (R/W) Lines __________________65

27.4 Aerial Targets __________________________________________________65

27.5 Reference Points (Not applicable for this project) ______________________65

27.6 Topography/Digital Terrain Model (DTM) (3D) _______________________65

27.7 Planimetric (2D) ________________________________________________65

27.8 Roadway Cross Sections/Profiles __________________________________65

27.9 Side Street Surveys (Not applicable to this project) ____________________65

JANURAY 16, 2017 A-9 FPID: 437753-1-32-01

27.10 Underground Utilities____________________________________________65

27.11 Outfall Survey (Not applicable to this project) ________________________65

27.12 Drainage Survey (Not applicable to this project) _______________________65

27.13 Bridge Survey (Minor/Major) (Not applicable for this project) ___________65

27.14 Channel Survey (Not applicable for this project) ______________________66

27.15 Pond Site Survey (Not applicable for this project) _____________________66

27.16 Mitigation Survey (Not applicable for this project) _____________________66

27.17 Jurisdiction Line Survey _________________________________________66

27.18 Geotechnical Support (Not applicable for this project) __________________66

27.19 Sectional/Grant Survey (Not applicable to this project) _________________66

27.20 Subdivision Location (Not applicable for this project) __________________66

27.21 Maintained R/W (Not applicable to this project) _______________________66

27.22 Boundary Survey (Not applicable to this project) ______________________66

27.23 Water Boundary Survey (Not applicable for this project) ________________66

27.24 Right of Way Staking, Parcel / Right of Way Line (Not applicable to this project) _______________________________________________________66

27.25 Right of Way Monumentation (Not applicable to this project) ____________66

27.26 Line Cutting (Not applicable for this project) _________________________66

27.27 Work Zone Safety ______________________________________________66

27.28 Miscellaneous Surveys ___________________________________________66

27.29 Supplemental Surveys ___________________________________________66

27.30 Document Research (Not applicable to this project) ____________________66

27.31 Field Review __________________________________________________66

27.32 Technical Meetings (Not applicable to this project) ____________________67

27.33 Quality Assurance/Quality Control (QA/QC) _________________________67

27.34 Supervision ____________________________________________________67

27.35 Coordination ___________________________________________________67

28 PHOTOGRAMMETRY and tasks 28.1 28.25 are not applicable for this project._____________________________________________________________67

29 MAPPING and tasks 29.1 29.36 are not applicable for this project. _________67

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 30.19 are not applicable for this project. _________________________________________________________67

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 31.143 are not applicable for this project. ______________________________________________________67

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 32.9 are not applicable for this project. _____________67

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1

33.21 are not applicable for this project. _________________________________67

34 INTELLIGENT TRANSPORTATION SYSTEM PLANS and tasks 34.1 34.21 are not applicable for this project. ______________________________________67

JANURAY 16, 2017 A-10 FPID: 437753-1-32-01

35 GEOTECHNICAL ___________________________________________________67

36 PROJECT REQUIREMENTS _________________________________________68

36.1 Liaison Office__________________________________________________68

36.2 Key Personnel _________________________________________________68

36.3 Progress Reporting ______________________________________________68

36.4 Correspondence ________________________________________________68

36.5 Professional Endorsement ________________________________________68

36.6 Computer Automation ___________________________________________68

36.7 Coordination with Other Consultants________________________________69

36.8 Optional Services _______________________________________________69

37 INVOICING LIMITS ________________________________________________69

38 PROJECT COST ACCOUNTING FOR DISTRICTWIDE / TASK DRIVEN

CONTRACTS (Not Applicable for this Project/ Contract) __________________70

FINAL JANUARY 16, 2017

JANUARY 16, 2017 A-11 FPID: 437753-1-32-01

SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES

HIGHWAY DESIGN

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

Financial Project ID: 437753-1-32-01 Federal Aid Project No.: 0711-009-P County Section No.: 60100000 and 60100016 Description: SR 81 from SR 20 to the Holmes County Line County: Walton Bridge Nos.: 600101, 600102, 600103, 600034

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: 5.4, 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.

JANURAY 16, 2017 A-12 FPID: 437753-1-32-01

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

Department.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract 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: 437753-1-32-01

This 3R project primarily consists of resurfacing SR 81 from SR 20 to the Holmes County Line. Existing travel lanes and paved shoulders will be resurfaced. The typical section consists of 2-12' travel lanes and 8' shoulders (4' paved). No additional right-of-way will be required.

The CONSULTANT shall take a practical approach to all projects by identifying cost savings on any/all phases of a project (design, right-of-way acquisition, and construction).

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Three (3) bridges (Bridge No. 600101 over Seven Runs Creek, Bridge No. 600102 over Bruce Creek, and Bridge No. 600103 Bruce Creek Relief Bridge) and one (1) bridge culvert (Bridge No. 600034 over Oak Grove Branch) exist within the project limits. The three bridges and bridge culvert have an asphalt overlay and will require resurfacing.

For the three bridges, expansion joint replacement will be required where the joints are impacted by the milling operation. In addition, a load rating analysis will be required if the pavement design results in a change in the dead load on the structure. See Sections 2.5, 9, and 12. The guardrail end anchorages and connections to the bridge rails will be upgraded.

Per the FDOT Traffic Operations Office and the Roadway Characteristics Inventory (RCI) Database, the posted (justified) speed limit on SR 81 is 55 mph from the beginning of the project to CMP 8.500 where the posted speed limit decreases to 45 mph. This posted speed (45 mph) is maintained through the end project limits. Any contradictions to the posted (justified) speeds described above (found posted in the field, or proposed by

Typical Section Package.

All guardrail (including guardrail end anchorage assemblies and connections to bridge rail) should 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.

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

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:

1) FPID 437754-1-32-01 FDOT Project resurfacing of SR 20 from SR 81 to the Choctawhatchee River Bridge. This project is scheduled for design in FDOT Fiscal Year 2017 -project in January 2019. The DEPARTMENT s Design Project Manager for FPID 437754-1 is Ms. Lisa Bell (850-330-1744).

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.

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SPECIFIC EXCLUSIONS: This project has been discussed with District Three Management and the following project specific exclusions were identified:

1.

2.

SR 81.

Any necessary Geotechnical efforts will be provided by the DEPARTMENT (though none have been identified at this time).

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

- with a resurfacing project along SR 20. The SR 20 project is being designed through a separate design contract (FPID 437754-1-32-01). The limits are from SR 81 to the Choctawhatchee River Bridge. The DEPARTMENT s Design Project Manager for FPID 437754-1-32-01 is Ms. Lisa Bell. The project in this contract (FPID 437753-1-32-01) will be the lead 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: There have been NO JPAs identified at this time.

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.

Typical Section: This section of SR 81 is a rural typical section with 2-12' travel lanes with 8' shoulders (4' paved).

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Resurfacing Limits: SR 81 will be resurfaced from SR 20 (including both legs of the ramps) to the pavement change at the Holmes County line. Special care county line. Transition details should be provided in the plans as necessary and may require the resurfacing operation to cross the county line to prevent a dip.

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 94' min. and 100' max.

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

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 anager 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 4.

There are no Access Management improvements identified at this time.

Transit Route Features: N/A

Major Intersections/Interchanges: The ramps at the intersection with SR 20 will be resurfaced as a part of this project.

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.

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

The Traffic Control Plans for this project and the adjacent goes-with project shall be coordinated and designed accordingly. The CONSULTANT shall discuss with the DEPARTMENT Design Project Manager whether t mobilization and quantities shall be combined and included under this lead project

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

Back of Sidewalk Profiles: N/A

2.2 Drainage (Activities 6a and 6b)

System Type: SR 81 has an open drainage system throughout the project limits.

A drainage analysis shall be conducted in the vicinities of the cross drains at approximate CMP 2.050 (north of Windmill Road) and CMP 16.013 (Hughes Ditch area). There are reports of overtopping of the roadway in these locations during heavy rainfall events. The CONSULTANT shall analyze these areas and discuss any potential improvements with the Design Project Manager and District Drainage Engineer.

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

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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.

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 8 design ticket listing all utility owners within the project limits shall be provided within 10 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 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.

Above-ground utility installations that have been struck three times within the latest 5-year period shall be assessed for relocation options. For installations with a crash history WITHOUT viable options for relocation within the R/W, the CONSULTANT will be responsible for obtaining Design Exceptions. Above-ground utility installations with a crash history WITH available R/W for relocation shall be relocated or the Utility Agency Owner (UAO) will be responsible for pursuing and obtaining a Design Exception.

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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:

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.