CN-550000-C9Y60.pdf

STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION

STANDARD PROFESSIONAL SERVICES AGREEMENT

375-030-12

PROCUREMENT

OGC – 09/16

Contract No.: C9Y60

FDOT Financial ID No.(s) 42985523201

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. 8886 898 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 Phillips Precision Engineering, Inc.

(FEID No. 475296765 ) of 2431 Highway 71, 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 Sidewalk of Chester Street from State Road 20 to Tom Love Road in Liberty 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 2431 Highway 71, 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 18 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: E7ADAA46-9806-4F07-9E51-4CAFC8AA3FD8

(+4,/ &" %#$'

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:

Snelgrove Surveying & Mapping, Inc.

Environmental and Geotechnical Specialists, Inc.

Alday-Howell Engineering, Inc.

David H. Melvin, Inc.

Ceteris, 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-82 : Exhibit "A", Scope of Services

Page B-1 through Page B-6 : 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.

Phillips Precision Engineering, 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: E7ADAA46-9806-4F07-9E51-4CAFC8AA3FD8

*4.50-.26

)+6+,/+ */011035

FINAL FEBRUARY 20, 2018

EXHIBIT A

SCOPE OF SERVICES

FOR

FINANCIAL PROJECT ID. (FPID) 429855-2-32-01

FEDERAL PROJECT NO. 8886-898-A

SMALL BUSINESS DEVELOPMENT INITIATIVE

SIDEWALK

CHESTER STREET FROM STATE ROAD 20 TO TOM LOVE ROAD

DISTRICT THREE

LIBERTY COUNTY

FEBRUARY 20, 2018 FPID: 429855-2-32-01

FINAL

A-2

1 PURPOSE __________________________________________________________12

2 PROJECT DESCRIPTION ___________________________________________13

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) _____________________________________________18

2.11 Photogrammetry (Activity 28) (Not applicable to this project) ____________19

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

2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project) ____19

2.14 Architecture (Activity 31) (Not applicable to this project) _______________19

2.15 Noise Barriers (Activity 32) (Not applicable to this project) ______________19

2.16 Intelligent Transportation Systems (Activities 33 & 34) (Not applicable to this project) _______________________________________________________19

2.17 Geotechnical (Activity 35) ________________________________________19

2.18 Project Schedule ________________________________________________20

2.19 Submittals _____________________________________________________20

2.20 Provisions for Work _____________________________________________26

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 _____________________________________________38

3.1.1 Community Awareness Plan ______________________________________38

3.1.2 Notifications ___________________________________________________38

3.1.3 Preparing Mailing Lists __________________________________________40

3.1.4 Median Modification Letters (Not applicable to this project) _____________42

3.1.5 Driveway Modification Letters ____________________________________42

3.1.6 Newsletters (Not applicable to this project) ___________________________42

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________42

3.1.8 PowerPoint Presentations (Not applicable to this project) ________________42

3.1.9 Public Meeting Preparations (Not applicable to this project) _____________42

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) __42

3.1.11 Other Agency Meetings (Not applicable to this project) _________________43

3.1.12 Web Site (Not applicable to this project) _____________________________43

3.2 Joint Project Agreements _________________________________________43

3.3 Specifications Package Preparation _________________________________43

3.4 Contract Maintenance and Electronic Document Management System (EDMS)45

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3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) _______________________________________________________45

3.6 Prime Consultant Project Manager Meetings _________________________45

3.7 Plans Update __________________________________________________45

3.8 Post Design Services ____________________________________________46

3.9 Digital Delivery ________________________________________________47

3.10 Risk Assessment Workshop (Not applicable to this project) ______________48

3.11 Railroad, Transit and/or Airport Coordination (Not applicable to this project)48

3.12 Other Project General Tasks (Not applicable to this project) _____________48

4 ROADWAY ANALYSIS ______________________________________________48

4.1 Typical Section Package _________________________________________48

4.2 Pavement Type Selection Report (Not applicable to this project) __________48

4.3 Pavement Design Package (Not applicable to this project) _______________48

4.4 Cross-Slope Correction (Not applicable to this project) _________________48

4.5 Horizontal/Vertical Master Design Files _____________________________48

4.6 Access Management (Not applicable to this project) ___________________48

4.7 Roundabout Evaluation (Not applicable to this project) _________________48

4.8 Roundabout Final Design Analysis (Not applicable to this project) ________49

4.9 Cross Section Design Files________________________________________49

4.10 Traffic Control Analysis _________________________________________49

4.11 Master TCP Design Files (Not applicable to this project) ________________49

4.12 Design Variations and Exceptions __________________________________49

4.13 Design Report _________________________________________________50

4.14 Quantities _____________________________________________________51

4.15 Cost Estimate __________________________________________________51

4.16 Technical Special Provisions (Not applicable to this project) _____________51

4.17 Other Roadway Analysis (Not applicable to this project) ________________51

4.18 Field Reviews __________________________________________________51

4.19 Monitor Existing Structures (Not applicable to this project) ______________51

4.20 Technical Meetings _____________________________________________51

4.21 Quality Assurance/Quality Control _________________________________51

4.22 Independent Peer Review (Not applicable to this project)________________52

4.23 Supervision ____________________________________________________52

4.24 Coordination ___________________________________________________52

5 ROADWAY PLANS _________________________________________________52

5.1 Key Sheet _____________________________________________________52

5.2 Summary of Pay Items Including Quantity Input ______________________52

5.3 Typical Section Sheets ___________________________________________52

5.4 General Notes/Pay Item Notes _____________________________________52

5.5 Summary of Quantities Sheets _____________________________________52

5.6 Project Layout _________________________________________________52

5.7 Plan/Profile Sheet _______________________________________________53

5.8 Profile Sheet (Not applicable to this project) __________________________53

5.9 Plan Sheet (Not applicable to this project) ____________________________53

5.10 Special Profile (Not applicable to this project) ________________________53

A-4

5.11 Back-of-Sidewalk Profile Sheet ____________________________________53

5.12 Interchange Layout Sheet (Not applicable to this project)________________53

5.13 Ramp Terminal Details (Plan View) (Not applicable to this project) _______53

5.14 Intersection Layout Details (Not applicable to this project) ______________53

5.15 Special Details (Not applicable to this project) ________________________53

5.16 Cross-Section Pattern Sheet(s) (Not applicable to this project) ____________53

5.17 Roadway Soil Survey Sheet(s) (Not applicable to this project) ____________53

5.18 Cross Sections _________________________________________________53

5.19 Temporary Traffic Control Plan Sheets ______________________________53

5.20 Temporary Traffic Control Cross Section Sheets (Not applicable to these projects) ______________________________________________________53

5.21 Temporary Traffic Control Detail Sheets (Not applicable to this project) ___53

5.22 Utility Adjustment Sheets ________________________________________53

5.23 Selective Clearing and Grubbing Sheet(s) (Not applicable to this project) ___53

5.24 Project Network Control Sheet(s) __________________________________53

5.25 Environmental Detail Sheets (Not applicable to this project) _____________53

5.26 Utility Verification Sheet(s) (SUE Data) _____________________________53

5.27 Quality Assurance/Quality Control _________________________________53

5.28 Supervision ____________________________________________________53

6a DRAINAGE ANALYSIS ______________________________________________53 6a.1 Drainage Map Hydrology ________________________________________54 6a.2 Base Clearance Report (Not applicable to this project) __________________54 6a.3 Pond Siting Analysis and Report (Not applicable to this project) __________55 6a.4 Design of Cross Drains __________________________________________55 6a.5 Design of Ditches _______________________________________________55 6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project) _________________________________________55 6a.7 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond)

(Not applicable to this project) _____________________________________55 6a.8 Design of Floodplain Compensation (Not applicable to this project) _______55 6a.9 Design of Storm Drains (Not applicable to this project) _________________55 6a.10 Optional Culvert Material (Not applicable to this project) _______________55 6a.11 French Drain Systems (Not applicable to this project) __________________55 6a.12 Drainage Wells (Not applicable to this project) ________________________55 6a.13 Drainage Design Documentation Report _____________________________55 6a.14 Bridge Hydraulic Report (Not applicable to this project) ________________55 6a.15 Temporary Drainage Analysis (Not applicable to this project) ____________55 6a.16 Cost Estimate (Not applicable to this project) _________________________55 6a.17 Technical Special Provisions (Not applicable to this project) _____________55 6a.18 Other Drainage Analysis (Not applicable to this project) ________________55 6a.19 Field Reviews __________________________________________________55 6a.20 Technical Meetings _____________________________________________56 6a.21 Environmental Look-Around Meetings (Not applicable to this project) _____56 6a.22 Quality Assurance/Quality Control _________________________________56 6a.23 Independent Peer Review (Not applicable to this project)________________56 6a.24 Supervision ____________________________________________________56

A-5

6a.25 Coordination ___________________________________________________56

6b DRAINAGE PLANS _________________________________________________56 6b.1 Drainage Map (Including Interchanges) (Not applicable to this project) ____56 6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to this project) _56 6b.3 Summary of Drainage Structures ___________________________________56 6b.4 Optional Pipe/Culvert Material ____________________________________56 6b.5 Drainage Structure Sheet(s) (Per Structure) ___________________________56 6b.6 Miscellaneous Drainage Detail Sheets (Not applicable to this project) ______56 6b.7 Lateral Ditch Plan/Profile (Not applicable to this project) _______________56 6b.8 Lateral Ditch Cross Sections (Not applicable to this project) _____________56 6b.9 Retention/Detention Pond Detail Sheet(s) (Not applicable to this project) ___56 6b.10 Retention Pond Cross Sections (Not applicable to this project) ___________56 6b.11 Erosion Control Plan Sheet(s) _____________________________________56 6b.12 SWPPP Sheet(s) ________________________________________________56 6b.13 Quality Assurance/Quality Control _________________________________56 6b.14 Supervision ____________________________________________________56

7 UTILITIES _________________________________________________________57

7.1 Utility Kickoff Meeting __________________________________________57

7.2 Identify Existing Utility Agency Owner(s) ___________________________57

7.3 Make Utility Contacts (To Be Conducted by the DEPARTMENT) ________57

7.4 Exception Processing ____________________________________________57

7.5 Preliminary Utility Meeting _______________________________________57

7.6 Individual/Field Meetings ________________________________________58

7.7 Collect and Review Plans and Data from UAO(s) _____________________58

7.8 Subordination of Easements Coordination (To Be Conducted by the

DEPARTMENT) _______________________________________________58

7.9 Utility Design Meeting ___________________________________________58

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

Agreements ___________________________________________________59

7.11 Utility Coordination/Follow-up ____________________________________59

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT) _59

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

Included via Supplemental Agreement) ______________________________59

7.14 Processing Utility Work by Highway Contractor (UWHC) (To Be Conducted by the DEPARTMENT) __________________________________________60

7.15 Contract Plans to UAO(s) ________________________________________60

7.16 Certification/Close-Out (To Be Conducted by the DEPARTMENT) _______60

7.17 Other Utilities (Not applicable to this project) _________________________60

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND CLEARANCES _____60

8.1 Preliminary Project Research ______________________________________60

8.2 Field Work ____________________________________________________61

8.3 Agency Verification of Wetland Data _______________________________62

8.4 Complete and Submit All Required Permit Applications ________________62

8.5 Prepare Dredge and Fill Sketches (as needed) _________________________63

A-6

8.6 Prepare USCG Permit Sketches (Not applicable to this project) ___________63

8.7 Prepare Water Management District Right of Way Occupancy Sketches (To Be

Prepared by the DEPARTMENT) __________________________________63

8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable to this project) _________________________________________63

8.9 Prepare Tree Permit Information (Not applicable to this project) __________63

8.10 Mitigation Design (Not applicable to this project) _____________________63

8.11 Mitigation Coordination and Meetings (Not applicable to this project) _____63

8.12 Other Environmental Permits (Not applicable to this project)_____________63

8.13 Technical Support to Department for Environmental Clearances and Re-evaluations ____________________________________________________63

8.14 Preparation of Environmental Clearances and Reevaluations (TO BE

PROVIDED BY THE DEPARTMENT) _____________________________63

8.15 Contamination Impact Analysis (Not applicable to this project) ___________64

8.16 Asbestos Survey (Not applicable to this project) _______________________64

8.17 Technical Meetings _____________________________________________64

8.18 Quality Assurance/Quality Control _________________________________64

8.19 Supervision ____________________________________________________64

8.20 Coordination ___________________________________________________64

A-7

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS and tasks 9.1 – 9.15 are not applicable to this project. __________64

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 – 10.35 are not applicable to this project. _______________________________________64

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable to this project. _____________________________________________64

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

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. __________________________________________65

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable to this project. _______________________________________65

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable to this project. _________________________________________________________65

17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not applicable to this project. _______________________________________________________65

18 STRUCTURES - MISCELLANEOUS and tasks 18.1 – 18.31 are not applicable to this project. _______________________________________________________65

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________65

19.1 Traffic Data Analysis (Not applicable to this project) ___________________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 (Not applicable to this project) ______65

19.5 Sign Panel Design Analysis (Not applicable to this project) ______________65

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

19.7 Quantities _____________________________________________________65

19.8 Cost Estimate (Not applicable to this project) _________________________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 _____________________________________________66

19.13 Quality Assurance/Quality Control _________________________________66

19.14 Independent Peer Review (Not applicable to this project)________________66

19.15 Supervision ____________________________________________________66

19.16 Coordination ___________________________________________________66

A-8

20 SIGNING AND PAVEMENT MARKING PLANS ________________________66

20.1 Key Sheet (Not applicable to this project) ____________________________66

20.2 Summary of Pay Items Including Project Preconstruction (PrP) Input (Not applicable to this project) _________________________________________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 (Not applicable to this project) ____________________________66

20.7 Typical Details (Not applicable to this project) ________________________66

20.8 Guide Sign Work Sheet(s) (Not applicable to this project) _______________66

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

20.10 Cross Sections (Not applicable to this project) ________________________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 to 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) __________________________________68

27.2 Vertical Project Control (VPC) ____________________________________68

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

27.4 Aerial Targets (Not applicable to this project) _________________________68

27.5 Reference Points________________________________________________68

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

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

27.8 Roadway Cross Sections/Profiles __________________________________68

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

27.10 Underground Utilities____________________________________________68

27.11 Outfall Survey (Not applicable to this project) ________________________69

27.12 Drainage Survey (Not applicable to this project) _______________________69

A-9

27.13 Bridge Survey (Minor/Major) (Not applicable to this project) ____________69

27.14 Channel Survey (Not applicable to this project) _______________________69

27.15 Pond Site Survey (Not applicable to this project) ______________________69

27.16 Mitigation Survey (Not applicable to this project) _____________________69

27.17 Jurisdiction Line Survey _________________________________________69

27.18 Geotechnical Support ____________________________________________69

27.19 Sectional/Grant Survey (Not applicable to this project) _________________69

27.20 Subdivision Location (Not applicable to this project) ___________________69

27.21 Maintained R/W (Not applicable to this project) _______________________69

27.22 Boundary Survey (Not applicable to this project) ______________________69

27.23 Water Boundary Survey (Not applicable to this project) _________________69

27.24 Right of Way Staking, Parcel / Right of Way Line (Not applicable to this project) _______________________________________________________69

27.25 Right of Way Monumentation (To Be Provided During Post Design) ______69

27.26 Line Cutting (Not applicable to this project) __________________________69

27.27 Work Zone Safety ______________________________________________69

27.28 Miscellaneous Surveys ___________________________________________69

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 ____________________________________________________70

27.35 Coordination ___________________________________________________70

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

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

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

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

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

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

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1 –

33.21 are not applicable to this project. __________________________________71

34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS and tasks 34.1 – 34.21 are not applicable to this project. _______________________________________71

35 GEOTECHNICAL ___________________________________________________71

35.1 Document Collection and Review __________________________________72

35.2 Develop Detailed Boring Location Plan _____________________________73

35.3 Stake Borings/Utility Clearance ____________________________________73

A-10

35.4 Muck Probing (Not applicable to this project) _________________________73

35.5 Coordinate and Develop MOT Plans for Field Investigation (Not applicable to this project)____________________________________________________73

35.6 Drilling Access Permits (Not applicable to this project) _________________73

35.7 Property Clearances _____________________________________________73

35.8 Groundwater Monitoring (Not applicable to this project) ________________73

35.9 LBR / Resilient Modulus Sampling (Not applicable to this project) ________73

35.10 Coordination of Field Work _______________________________________73

35.11 Soil and Rock Classification - Roadway _____________________________73

35.12 Design LBR (Not applicable to this project) __________________________73

35.13 Laboratory Data ________________________________________________74

35.14 Seasonal High-Water Table _______________________________________74

35.15 Parameters for Water Retention Areas (Not applicable to this project)______74

35.16 Delineate Limits of Unsuitable Material (Not applicable to this project) ____74

35.17 Electronic Files for Cross-Sections (Not applicable to this project) ________74

35.18 Embankment Settlement and Stability (Not applicable to this project) ______75

35.19 Monitor Existing Structures (Not applicable to this project) ______________75

35.20 Stormwater Volume Recovery and/or Background Seepage Analysis (Not applicable to this project) _________________________________________75

35.21 Geotechnical Recommendations ___________________________________75

35.22 Pavement Condition Survey and Pavement Evaluation Report (Not applicable to this project) _________________________________________________75

35.23 Preliminary Roadway Report (Not applicable to this project) _____________75

35.24 Final Report ___________________________________________________75

35.25 Auger Boring Drafting (Not applicable to this project) __________________76

35.26 SPT Boring Drafting ____________________________________________76

35.27 Develop Detailed Boring Location Plan _____________________________76

35.28 Stake Borings/Utility Clearance ____________________________________77

35.29 Coordinate and Develop MOT Plans for Field Investigation (Not applicable to this project)____________________________________________________77

35.30 Drilling Access Permits (Not applicable to this project) _________________77

35.31 Property Clearances _____________________________________________77

35.32 Collection of Corrosion Samples ___________________________________77

35.33 Coordination of Field Work _______________________________________77

35.34 Soil and Rock Classification - Structures ____________________________77

35.35 Tabulation of Laboratory Data _____________________________________77

35.36 Estimate Design Groundwater Level for Structures ____________________78

35.37 Selection of Foundation Alternatives (BDR) (Not applicable to this project) _78

35.38 Detailed Analysis of Selected Foundation Alternate(s) (Not applicable to this project) _______________________________________________________78

35.39 Bridge Construction and Testing Recommendations (Not applicable to this project) _______________________________________________________78

35.40 Lateral Load Analysis (Not applicable to this project) __________________78

35.41 Walls ________________________________________________________78

35.42 Sheet Pile Wall Analysis (Not applicable to this project) ________________79

A-11

35.43 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and Geotechnical Recommendations (Not applicable to this project) _______79

35.44 Box Culvert Analysis (Not applicable to this project) ___________________79

35.45 Preliminary Report – BDR (Not applicable to this project) _______________79

35.46 Final Report - Bridge and Associated Walls (Not applicable to this project) _79

35.47 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights __79

35.48 SPT Boring Drafting ____________________________________________80

35.49 Other Geotechnical (Not applicable to this project) ____________________80

35.50 Technical Special Provisions (Not applicable to this project) _____________80

35.51 Field Reviews __________________________________________________80

35.52 Technical Meetings _____________________________________________80

35.53 Quality Assurance/Quality Control _________________________________80

35.54 Supervision ____________________________________________________80

35.55 Coordination ___________________________________________________80

36 PROJECT REQUIREMENTS _________________________________________80

36.1 Liaison Office__________________________________________________80

36.2 Key Personnel _________________________________________________81

36.3 Progress Reporting ______________________________________________81

36.4 Correspondence ________________________________________________81

36.5 Professional Endorsement ________________________________________81

36.6 Computer Automation ___________________________________________81

36.7 Coordination with Other Consultants________________________________81

36.8 Optional Services _______________________________________________82

37 INVOICING LIMITS ________________________________________________82

38 PROJECT COST ACCOUNTING – FOR DISTRICTWIDE / TASK DRIVEN

CONTRACTS (Not applicable to this project) _____________________________82

A-12

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 Phillips Precision Engineering, Inc. (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 429855-2-32-01 Federal Aid Project No.: 8886-898-A County Section No.: 56590000 Description: Chester Street from State Road 20 to Tom Love Road County: Liberty

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: SIDEWALK

" Major work groups include: 3.1

" Minor work groups include: 7.1, 8.1, 8.2, 9.1, 9.2, 9.4.1

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

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

The Scope of Services establishes which items of work in the Plans Preparation Manual and other pertinent manuals are specifically prescribed to accomplish the work included in this contract, and also indicate which items of work will be the responsibility of the CONSULTANT and/or the DEPARTMENT.

The CONSULTANT shall be aware that as a project is developed, certain modifications

A-13 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: 429855-2-32-01

This sidewalk project primarily consists of installing 6’ sidewalk on the east side of Chester Street from State Road (SR) 20 (to Tom Love Road, tying into the existing sidewalk at Tom Love Road. The project limits are from CMP 0.000 to CMP 0.846, with an overall project length of 0.846 miles. 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).

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

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Features installed on COUNTY R/W by non-COUNTY, private entities should be considered by the CONSULTANT as they relate to potential impacts. Within these project limits, landscaping, irrigation, signs, mailboxes, etc. are expected to be encountered and potentially impacted by construction activities. The construction plans must address the course of action for coordination.

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.

SPECIFIC EXCLUSIONS: This project been discussed with District Three Management and no project specific exclusions have been identified at this time.

All necessary Geotechnical efforts for this project will be provided by the CONSULTANT.

This project will be let to construction as Conventional Bid Item project. The project will let as a “goes-with” contract with two additional sidewalk projects in Liberty County.

Project 429856-3-32-01 is along CR 12. The limits are from CR 12A to W.R. Tolar School. Project 438134-1-32-01 is along CR 12 Maxwell Harrell Scenic Byway. The limits are from S Lake Mystic Road entrance to N Lake Mystic Road entrance. These projects are being designed through a separate design contract (Design Group 18-06).

The DEPARTMENT’s Design Project Manager for both projects is Mr. Jordan Burnett, P.E. (850-526-2040). The project in this contract (FPID 429855-2-32-01) 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 II without a Public Information Meeting/Workshop. 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.

Section 3.2 provides additional guidance.

Lane Closure(s) During Design Phase Approval: If a lane closure is anticipated for any purpose during the design phase of a project (i.e., survey, geotechnical investigation, etc.) the CONSULTANT shall provide the DEPARTMENT’s Design Project Manager with all the necessary project/task related information in a memo form to pursue approval from the District Design Office. Needed information

A-15 includes 1) the location of the lane closure, 2) the scope of work at the location, 3) the duration of closure, 4) when (date/time) that the work is requested to be performed, 5) Google Earth *.kmz file(s) of the location(s), and 6) MOT plan. The approval must be received before the specified work can commence.

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: Chester Street has two 12’ lanes with 8’ lawn shoulders. New 6’ sidewalk will be included along the east side of Chester Street.

Resurfacing Limits: N/A

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 for both projects.

License Agreements may be appropriate and used for the purpose of harmonizing driveways and slopes where the sidewalk is to be constructed. The CONSULTANT will be required to assist in defining and presenting the requirements at each location.

Pavement Design: N/A

Pavement Type Selection Report(s): N/A

Cross Slope: N/A

Access Management Classification: N/A for Chester Street. State Road 20, where Chester Street intersects, has an Access Management Classification of 4.

Transit Route Features: N/A

Major Intersections/Interchanges: N/A

Roadway Alternative Analysis: N/A

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Level of TCP Plans: The CONSULTANT shall provide a TCP Level I.

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.

For “goes-with” projects that are not directly adjacent to one another, separate TCP’s and associated mobilization and quantities shall be provided for each 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’s Project Manager to obtain this approval.

Back of Sidewalk Profiles: The CONSULTANT shall provide back of sidewalk profiles.

2.2 Drainage (Activities 6a and 6b)

System Type: Chester Street has an open drainage system throughout the project limits.

Minimal drainage improvements are anticipated, including constructing mitered end sections and repairing inlets as impacted by the installation of sidewalk.

A number of sidedrains have broken mitered end section. Every 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 clear zone 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 DEPARTMENT’S 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 regarding utility designations in order to provide an adequate design and accurate quantities. The CONSULTANT will coordinate with the DEPARTMENT’s Design Project Manager and the District Survey Office to determine how much additional survey is required and what is the most economical method of obtaining the additional data.

The CONSULTANT will be responsible for showing areas that may be affected by construction. The CONSULTANT will evaluate utilities for potential impacts and prepare a Utility Conflict Matrix as directed by Section 7.7 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.

The CONSULTANT is to review the UAO marked up plans and the Utility Work Schedules as they are received and assure that they are compatible with the proposed design features in the plans. The CONSULTANT shall review the specific details of the markups and schedules with the Area Utility Manager as required to finalize the status of each potential conflict. The CONSULTANT shall also verify that the schedules conform to the construction phasing and MOT sequences.

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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.