CN-550000-C9G58.pdf

EXHIBIT A

SCOPE OF SERVICES

FOR

BRIDGE REPLACEMENT

FINANCIAL PROJECT ID. 428624-1-32-01

FEDERAL PROJECT NO. 3899-002-S

County Road (CR) 159 over Attapulgus Creek

DISTRICT THREE

GADSDEN COUNTY

1 PURPOSE __________________________________________________________14

2 PROJECT DESCRIPTION ___________________________________________15

2.1 Project General and Roadway (Activities 3, 4, and 5) ___________________16

2.2 Drainage (Activity 6) ____________________________________________18

2.3 Utilities Coordination (Activity 7) __________________________________18

2.4 Environmental Permits, Compliances, and Clearances (Activity 8) ________19

2.5 Structures (Activities 9 – 18) ______________________________________19

2.6 Signing and Pavement Markings (Activities 19 & 20) __________________19

2.7 Signalization (Activities 21 & 22) (Not applicable to this project) _________20

2.8 Lighting (Activities 23 & 24) (Not applicable to this project)_____________20

2.9 Landscape Architecture (Activities 25 & 26) (Not applicable to this project) 20

2.10 Survey (Activity 27) _____________________________________________20

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

2.12 Mapping (Activity 29) ___________________________________________20

2.13 Terrestrial Mobile LiDAR (Activity 30) (Not applicable to this project) ____21

2.14 Architecture (Activity 31) (Not applicable to this project) _______________21

2.15 Noise Barriers (Activity 32) (Not applicable to this project) ______________21

2.16 Intelligent Transportation Systems (Activities 33 & 34) (Not applicable for this project) _______________________________________________________21

2.17 Geotechnical (Activity 35) ________________________________________21

2.18 Project Schedule ________________________________________________21

2.19 Submittals _____________________________________________________22

2.20 Provisions for Work _____________________________________________28

2.21 Services to be Performed by the DEPARTMENT ______________________34

3 PROJECT COMMON AND PROJECT GENERAL TASKS _______________36

Project Common Tasks ________________________________________________36 Project General Tasks _________________________________________________39

3.1 Public Involvement _____________________________________________39

3.1.1 Community Awareness Plan ______________________________________39

3.1.2 Notifications ___________________________________________________40

3.1.3 Preparing Mailing Lists __________________________________________41

3.1.4 Median Modification Letters (Not applicable to this project) _____________43

3.1.5 Driveway Modification Letters (Not applicable to this project) ___________44

3.1.6 Newsletters (Not applicable to this project) ___________________________44

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________44

3.1.8 PowerPoint Presentations (Not applicable to this project) ________________44

3.1.9 Public Meeting Preparations (Not applicable to this project) _____________44

3.1.10 Public Meeting Attendance and Follow-up (Not applicable to this project) __44

3.1.11 Other Agency Meetings (Not applicable to this project) _________________44

3.1.12 Web Site (Not applicable to this project) _____________________________44

3.2 Joint Project Agreements (Not applicable to this project) ________________44

3.3 Specifications Package Preparation (To be Prepared during Plans Update) __44

3.4 Contract Maintenance and Electronic Document Management System (EDMS)46

FINAL A-2 FPID: 428624-1-32-01

3.5 Value Engineering (Multi-Discipline Team) Review (Not applicable to this project) _______________________________________________________46

3.6 Prime Consultant Project Manager Meetings _________________________46

3.7 Plans Update __________________________________________________46

3.8 Post Design Services ____________________________________________47

3.9 Electronic/Digital Delivery _______________________________________49

3.10 Risk Assessment Workshop (Not applicable to this project) ______________49

3.11 Railroad, Transit and/or Airport Coordination (Not applicable to this project)49

3.12 Other Project General Tasks (Not applicable to this project) _____________49

4 ROADWAY ANALYSIS ______________________________________________49

4.1 Typical Section Package _________________________________________49

4.2 Pavement Type Selection Report (Not applicable to this project) __________49

4.3 Pavement Design Package (Not applicable to this project) _______________49

4.4 Cross-Slope Correction (Not applicable to this project) _________________49

4.5 Horizontal/Vertical Master Design Files _____________________________49

4.6 Access Management (Not applicable to this project) ___________________50

4.7 Cross Section Design Files________________________________________50

4.8 Traffic Control Analysis _________________________________________50

4.9 Master TCP Design Files _________________________________________51

4.10 Design Variations and Exceptions (Not applicable to this project) _________51

4.11 Design Report _________________________________________________51

4.12 Quantities _____________________________________________________52

4.13 Cost Estimate __________________________________________________52

4.14 Technical Special Provisions (Not applicable to this project) _____________52

4.15 Other Roadway Analysis (Not applicable to this project) ________________52

4.16 Field Reviews __________________________________________________52

4.17 Technical Meetings _____________________________________________52

4.18 Quality Assurance/Quality Control _________________________________53

4.19 Independent Peer Review (Not applicable to this project)________________53

4.20 Supervision ____________________________________________________53

4.21 Coordination ___________________________________________________53

5 ROADWAY PLANS _________________________________________________53

5.1 Key Sheet _____________________________________________________53

5.2 Summary of Pay Items Including Quantity Input ______________________53

5.3 Drainage Map (Including Interchanges) _____________________________54

5.4 Typical Section Sheets ___________________________________________54

5.5 General Notes/Pay Item Notes _____________________________________54

5.6 Summary of Quantities __________________________________________54

5.7 Box Culvert Data Sheet (Not applicable to this project) _________________54

5.8 Bridge Hydraulics Recommendation Sheets __________________________54

5.9 Summary of Drainage Structures ___________________________________54

5.10 Optional Pipe/Culvert Material ____________________________________54

5.11 Project Layout (Not applicable to this project) ________________________54

5.12 Plan/Profile Sheet _______________________________________________54

5.13 Profile Sheet (Not applicable to this project) __________________________54

FINAL A-3 FPID: 428624-1-32-01

5.14 Plan Sheet (Not applicable to this project) ____________________________54

5.15 Special Profile (Not applicable to this project) ________________________54

5.16 Back-of-Sidewalk Profile Sheet (Not applicable to this project) ___________54

5.17 Interchange Layout Sheet (Not applicable to this project)________________54

5.18 Ramp Terminal Details (Plan View) (Not applicable to this project) _______54

5.19 Intersection Layout Details (Not applicable to this project) ______________54

5.20 Special Details _________________________________________________54

5.21 Drainage Structure Sheet (Per Structure) _____________________________54

5.22 Miscellaneous Drainage Detail Sheets _______________________________54

5.23 Lateral Ditch Plan/Profile (Not applicable to this project) _______________55

5.24 Lateral Ditch Cross Sections (Not applicable to this project) _____________55

5.25 Retention/Detention Ponds Detail Sheet (Not applicable to this project) ____55

5.26 Retention Pond Cross Sections (Not applicable to this project) ___________55

5.27 Cross-Section Pattern Sheet (Not applicable to this project) ______________55

5.28 Roadway Soil Survey Sheet _______________________________________55

5.29 Cross Sections _________________________________________________55

5.30 Temporary Traffic Control Plan Sheets ______________________________55

5.31 Temporary Traffic Control Cross Section Sheets ______________________55

5.32 Temporary Traffic Control Detail Sheets ____________________________55

5.33 Utility Adjustment Sheets (Not applicable to this project) _______________55

5.34 Selective Clearing and Grubbing ___________________________________55

5.35 Erosion Control Plan ____________________________________________55

5.36 SWPPP _______________________________________________________55

5.37 Project Network Control Sheet ____________________________________55

5.38 Environmental Detail Sheets (Not applicable to this project) _____________55

5.39 Utility Verification Sheet (SUE Data) (Not applicable to this project) ______55

5.40 Quality Assurance/Quality Control _________________________________55

5.41 Supervision ____________________________________________________55

6 DRAINAGE ANALYSIS ______________________________________________55

6.1 Determine Base Clearance Water Elevation __________________________56

6.2 Pond Siting Analysis and Report (Not applicable to this project) __________56

6.3 Design of Cross Drains (Not applicable to this project) _________________56

6.4 Design of Ditches (Not applicable to this project) ______________________56

6.5 Design of Stormwater Management Facility (Offsite or Infield Pond) (Not applicable to this project) _________________________________________57

6.6 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond)

(Not applicable to this project) _____________________________________57

6.7 Design of Flood Plain Compensation (Not applicable to this project) ______57

6.8 Design of Storm Drains __________________________________________57

6.9 Optional Culvert Material ________________________________________57

6.10 French Drain Systems (Not applicable to this project) __________________57

6.11 Drainage Wells (Not applicable to this project) ________________________57

6.12 Drainage Design Documentation Report _____________________________57

6.13 Bridge Hydraulic Report _________________________________________57

6.14 Temporary Drainage Analysis _____________________________________57

FINAL A-4 FPID: 428624-1-32-01

6.15 Cost Estimate (Not applicable to this project) _________________________57

6.16 Technical Special Provisions (Not applicable to this project) _____________57

6.17 Other Drainage Analysis (Not applicable to this project) ________________57

6.18 Field Reviews __________________________________________________57

6.19 Technical Meetings _____________________________________________57

6.20 Quality Assurance/Quality Control _________________________________58

6.21 Independent Peer Review (Not applicable to this project)________________58

6.22 Supervision ____________________________________________________58

6.23 Coordination ___________________________________________________58

7 UTILITIES _________________________________________________________58

7.1 Kickoff Meeting (To Be Conducted by the DEPARTMENT) ____________58

7.2 Identify Existing UAO(s) _________________________________________58

7.3 Make Utility Contacts (To Be Conducted by the DEPARTMENT) ________58

7.4 Exception Processing (Not applicable for this project) __________________58

7.5 Preliminary Utility Meeting _______________________________________58

7.6 Individual/Field Meetings (Not applicable for this project) ______________59

7.7 Collect and Review Plans and Data from UAO(s) _____________________59

7.8 Subordination of Easements Coordination (Not applicable for this project) __59

7.9 Utility Design Meeting ___________________________________________59

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

Agreements ___________________________________________________60

7.11 Utility Coordination/Follow-up ____________________________________60

7.12 Utility Constructability Review (To Be Conducted by the DEPARTMENT) _60

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

Included via Supplemental Agreement) ______________________________60

7.14 Processing Utility Work by Highway Contractor (UWHC) (Not applicable for this project)____________________________________________________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 __________________________________________________61

8 ENVIRONMENTAL PERMITS, COMPLIANCE AND CLEARANCES _____61

8.1 Preliminary Project Research ______________________________________61

8.2 Complete Permit Involvement Form ________________________________61

8.3 Field Work ____________________________________________________61

8.4 Agency Verification of Wetland Data _______________________________62

8.5 Complete and Submit All Required Permit Applications ________________62

8.6 Prepare Dredge and Fill Sketches (as needed) _________________________63

8.7 Prepare USCG Permit Sketches (as needed) (Not applicable for this project) 63

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

Prepared by the DEPARTMENT) __________________________________63

8.9 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project) ________________________________________63

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

8.11 Mitigation Design (To Be Provided by Others) ________________________63

8.12 Mitigation Coordination and Meetings ______________________________63

FINAL A-5 FPID: 428624-1-32-01

8.13 Other Environmental Permits ______________________________________64

8.14 Technical Support to Department for Environmental Clearances and Re-evaluations (Not applicable for this project) __________________________64

8.15 Preparation of Environmental Clearances and Reevaluations (Refer to Section

8.14) _________________________________________________________65

8.16 Contamination Impact Analysis (Not applicable for this project) __________65

8.17 Asbestos Survey (Not applicable for this project) ______________________65

8.18 Technical Meetings _____________________________________________65

8.19 Quality Assurance/Quality Control _________________________________66

8.20 Supervision ____________________________________________________66

8.21 Coordination ___________________________________________________66

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS ________________________________________________________66

9.1 Key Sheet and Index of Drawings __________________________________66

9.2 Project Layout _________________________________________________66

9.3 General Notes and Bid Item Notes__________________________________66

9.4 Miscellaneous Common Details (Not applicable to this project) __________66

9.5 Incorporate Report of Core Borings _________________________________66

9.6 Existing Bridge Plans ____________________________________________66

9.7 Assemble Plan Summary Boxes and Quantities _______________________66

9.8 Cost Estimate __________________________________________________66

9.9 Technical Special Provisions (Not applicable to this project) _____________66

9.10 Field Reviews __________________________________________________66

9.11 Technical Meetings _____________________________________________66

9.12 Quality Assurance/Quality Control _________________________________66

9.13 Independent Peer Review (Not applicable for this project) _______________67

9.14 Supervision ____________________________________________________67

9.15 Coordination ___________________________________________________67

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT ___________________67

General Requirements _________________________________________________67

10.1 Bridge Geometry _______________________________________________67

10.2 Ship Impact Data Collection (Not applicable for this project) ____________67

10.3 Ship Impact Criteria (Not applicable for this project) ___________________67 Superstructure Alternatives _____________________________________________67

10.4 Short-Span Concrete (Not applicable for this project) ___________________67

10.5 Medium-Span Concrete __________________________________________67

10.6 Long Span Concrete (Not applicable for this project) ___________________67

10.7 Structural Steel (Not applicable for this project) _______________________67 Foundation and Substructure Alternatives __________________________________67

10.8 Pier/Bent ______________________________________________________67

10.9 Shallow Foundations / GRS Abutments (Not applicable to this project) ____67

10.10 Deep Foundations ______________________________________________67 Movable Span and tasks 10.11 – 10.23 are not applicable for this project. _________67 Other BDR Issues _____________________________________________________67

10.24 Aesthetics _____________________________________________________67

FINAL A-6 FPID: 428624-1-32-01

10.25 TCP/Staged Construction Requirements _____________________________67

10.26 Constructability Requirements _____________________________________67

10.27 Load Rating for Damaged/Widened Structures (Not applicable for this project)67

10.28 Quantity and Cost Estimates ______________________________________68

10.29 Quantity and Cost Estimates - Movable Span (Not applicable for this project)68

10.30 Wall Type Justification (Not applicable for this project)_________________68 Report Preparation ____________________________________________________68

10.31 Exhibits ______________________________________________________68

10.32 Exhibits - Movable Span (Not applicable for this project) _______________68

10.33 Report Preparation ______________________________________________68

10.34 Report Preparation - Movable Span (Not applicable for this project) _______68

10.35 BDR Submittal Package __________________________________________68 Preliminary Plans (Not applicable for this project) ___________________________68

11 STRUCTURES - TEMPORARY BRIDGE ______________________________68

General Layout Design and Plans ________________________________________68

11.1 Overall Bridge Final Geometry (Not applicable for this project) __________68

11.2 General Plan and Elevation _______________________________________68

11.3 Miscellaneous Details ___________________________________________68 End Bent Design and Plans _____________________________________________68

11.4 End Bent Structural Design (Not applicable for this project) _____________68

11.5 End Bent Details (Not applicable for this project) ______________________68 Intermediate Bent Design and Plans ______________________________________68

11.6 Intermediate Bent Structural Design (Not applicable for this project) ______68

11.7 Intermediate Bent Details (Not applicable for this project) _______________68 Miscellaneous Substructure Design and Plans _______________________________68

11.8 Foundation Layout (Not applicable for this project) ____________________69

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 – 12.28 are not applicable for this project. ______________________________________69

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE _________________69

General Layout Design and Plans ________________________________________69

13.1 Overall Bridge Final Geometry ____________________________________69

13.2 Expansion/Contraction Analysis ___________________________________69

13.3 General Plan and Elevation _______________________________________69

13.4 Construction Staging (Not applicable for this project) __________________69

13.5 Approach Slab Plan and Details ____________________________________69

13.6 Miscellaneous Details ___________________________________________69 End Bent Design and Plans _____________________________________________69

13.7 End Bent Geometry _____________________________________________69

13.8 Wingwall Design and Geometry ___________________________________69

13.9 End Bent Structural Design _______________________________________69

13.10 End Bent Plan and Elevation ______________________________________69

13.11 End Bent Details _______________________________________________69 Intermediate Bent Design and Plans ______________________________________69

13.12 Bent Geometry _________________________________________________69

FINAL A-7 FPID: 428624-1-32-01

13.13 Bent Stability Analysis ___________________________________________69

13.14 Bent Structural Design ___________________________________________69

13.15 Bent Plan and Elevation __________________________________________69

13.16 Bent Details ___________________________________________________69 Pier Design and Plans and tasks 13.17 – 13.21 are not applicable for this project. ___70 Miscellaneous Substructure Design and Plans _______________________________70

13.22 Foundation Layout ______________________________________________70 Superstructure Deck Design and Plans ____________________________________70

13.23 Finish Grade Elevation (FGE) Calculation ___________________________70

13.24 Finish Grade Elevations __________________________________________70

13.25 Bridge Deck Design _____________________________________________70

13.26 Bridge Deck Reinforcing and Concrete Quantities _____________________70

13.27 Diaphragm Design/Jacking Loads (Not applicable for this project) ________70

13.28 Superstructure Plan _____________________________________________70

13.29 Superstructure Section ___________________________________________70

13.30 Miscellaneous Superstructure Details _______________________________70 Reinforcing Bar Lists __________________________________________________70

13.31 Preparation of Reinforcing Bar List _________________________________70 Continuous Concrete Girder Design and tasks 13.32 – 13.48 are not applicable for this project. _______________________________________________________70 Simple Span Concrete Design ___________________________________________70

13.49 Prestressed Beam _______________________________________________70

13.50 Prestressed Beam Schedules ______________________________________70

13.51 Framing Plan (Not applicable for this project) ________________________70 Beam Stability _______________________________________________________70

13.52 Beam/Girder Stability (Not applicable for this project) __________________70 Bearing _____________________________________________________________70

13.53 Bearing Pad and Bearing Plate Design (Not applicable for this project) _____70

13.54 Bearing Pad and Bearing Plate Details (Not applicable for this project) _____70 Load Rating _________________________________________________________71

13.55 Load Rating ___________________________________________________71

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14. 60 are not applicable for this project. _________________________________________71

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable for this project. ______________________________________71

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable for this project. ______________________________________________________71

17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not applicable for this project. ______________________________________________________71

18 STRUCTURES - MISCELLANEOUS and tasks 18.1 – 18.22 are not applicable for this project. ______________________________________________________71

FINAL A-8 FPID: 428624-1-32-01

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________71

19.1 Traffic Data Analysis (Not applicable to this project) ___________________71

19.2 No Passing Zone Study (Not applicable to this project) _________________71

19.3 Reference and Master Design File __________________________________71

19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____71

19.5 Sign Panel Design Analysis (Not applicable for this project) _____________71

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______71

19.7 Quantities _____________________________________________________71

19.8 Cost Estimate (Not applicable to this project) _________________________71

19.9 Technical Special Provisions (Not applicable for this project) ____________72

19.10 Other Signing and Pavement Marking Analysis (Not applicable for this project) _______________________________________________________72

19.11 Field Reviews __________________________________________________72

19.12 Technical Meetings _____________________________________________72

19.13 Quality Assurance/Quality Control _________________________________72

19.14 Independent Peer Review (Not applicable for this project) _______________72

19.15 Supervision ____________________________________________________72

19.16 Coordination ___________________________________________________72

20 SIGNING AND PAVEMENT MARKING PLANS ________________________72

20.1 Key Sheet _____________________________________________________72

20.2 Summary of Pay Items Including TRNS*Port Input (Not applicable to this project) _______________________________________________________72

20.3 Tabulation of Quantities __________________________________________72

20.4 General Notes/Pay Item Notes _____________________________________72

20.5 Project Layout (Not applicable for this project) _______________________72

20.6 Plan Sheet _____________________________________________________72

20.7 Typical Details (Not applicable to this project) ________________________72

20.8 Guide Sign Work Sheet(s) (Not applicable for this project) ______________72

20.9 Traffic Monitoring Site (Not applicable for this project)_________________72

20.10 Cross Sections (Not applicable for this project) _______________________72

20.11 Special Service Point Details (Not applicable for this project) ____________72

20.12 Special Details (Not applicable for this project) _______________________72

20.13 Interim Standards (Not applicable to this project) ______________________73

20.14 Quality Assurance/Quality Control _________________________________73

20.15 Supervision ____________________________________________________73

21 SIGNALIZATION ANALYSIS and tasks 21.1 – 21.19 are not applicable for this project._____________________________________________________________73

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable for this project._____________________________________________________________73

23 LIGHTING ANALYSIS and tasks 23.1 – 23.18 are not applicable for this project._____________________________________________________________73

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable for this project. _73

FINAL A-9 FPID: 428624-1-32-01

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.16 are not applicable for this project. _____________________________________________73

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable for this project. _____________________________________________73

27 SURVEY ___________________________________________________________73

27.1 Horizontal Project Control (HPC) (To Be Provided by the Department) ____74

27.2 Vertical Project Control (VPC) (To Be Provided by the Department) ______74

27.3 Alignment and/or Existing Right of Way (R/W) Lines __________________74

27.4 Aerial Targets (Not applicable for this project) ________________________74

27.5 Reference Points________________________________________________74

27.6 Topography/Digital Terrain Model (DTM) (3D) _______________________74

27.7 Planimetric (2D) (Not applicable for this project) ______________________74

27.8 Roadway Cross Sections/Profiles __________________________________74

27.9 Side Street Surveys (Not applicable for this project) ____________________74

27.10 Underground Utilities____________________________________________74

27.11 Outfall Survey (Not applicable to this project) ________________________74

27.12 Drainage Survey (Not applicable to this project) _______________________74

27.13 Bridge Survey (Minor/Major) _____________________________________74

27.14 Channel Survey ________________________________________________74

27.15 Pond Site Survey (Not applicable for this project) _____________________75

27.16 Mitigation Survey (Not applicable for this project) _____________________75

27.17 Jurisdiction Line Survey _________________________________________75

27.18 Geotechnical Support ____________________________________________75

27.19 Sectional/Grant Survey __________________________________________75

27.20 Subdivision Location (Not applicable for this project) __________________75

27.21 Maintained R/W (Not applicable to this project) _______________________75

27.22 Boundary Survey _______________________________________________75

27.23 Water Boundary Survey (Not applicable to this project) _________________75

27.24 Right of Way Staking, Parcel / Right of Way Line _____________________75

27.25 Right of Way Monumentation (Not applicable to this project) ____________75

27.26 Line Cutting ___________________________________________________75

27.27 Work Zone Safety ______________________________________________75

27.28 Miscellaneous Surveys ___________________________________________75

27.29 Supplemental Surveys ___________________________________________76

27.30 Document Research (To Be Provided by the Department) _______________76

27.31 Field Review __________________________________________________76

27.32 Technical Meetings _____________________________________________76

27.33 Quality Assurance/Quality Control (QA/QC) _________________________76

27.34 Supervision ____________________________________________________76

27.35 Coordination ___________________________________________________76

28 PHOTOGRAMMETRY and tasks 28.1 – 28.25 are not applicable for this project._____________________________________________________________76

29 MAPPING __________________________________________________________76

FINAL A-10 FPID: 428624-1-32-01

Master CADD File ____________________________________________________77

29.1 Alignment _____________________________________________________77

29.2 Section and 1/4 Section Lines _____________________________________77

29.3 Subdivisions / Property Lines (Not applicable to this project) ____________77

29.4 Existing Right of Way (Not applicable to this project) __________________77

29.5 Topography ___________________________________________________77

29.6 Parent Tract Properties and Existing Easements _______________________77

29.7 Proposed Right of Way Requirements _______________________________77

29.8 Limits of Construction ___________________________________________77

29.9 Jurisdictional/Agency Lines _______________________________________77 Sheet Files __________________________________________________________77

29.10 Control Survey Cover Sheet ______________________________________78

29.11 Control Survey Key Sheet ________________________________________78

29.12 Control Survey Detail Sheet ______________________________________78

29.13 Right of Way Map Cover Sheet (Not applicable to this project) ___________78

29.14 Right of Way Map Key Sheet _____________________________________78

29.15 Right of Way Map Detail Sheet ____________________________________78

29.16 Maintenance Map Cover Sheet (Not applicable to this project) ___________78

29.17 Maintenance Map Key Sheet (Not applicable to this project) _____________78

29.18 Maintenance Map Detail Sheet (Not applicable to this project) ___________78

29.19 Reference Point Sheet (Not applicable to this project) __________________78

29.20 Project Network Control Sheet (Not applicable to this project) ___________78

29.21 Table of Ownerships Sheet _______________________________________78 Miscellaneous Surveys and Sketches ______________________________________78

29.22 Parcel Sketches (Not applicable to this project) _______________________78

29.23 TIITF Sketches _________________________________________________78

29.24 Other Specific Purpose Survey(s) (Not applicable to this project) _________78

29.25 Boundary Survey(s) Map (Not applicable to this project) ________________78

29.26 Right of Way Monumentation Map _________________________________78

29.27 Title Search Map (Not applicable to this project) ______________________78

29.28 Title Search Report (Not applicable to this project) ____________________78

29.29 Legal Descriptions ______________________________________________78

29.30 Final Map/Plans Comparison ______________________________________78

29.31 Field Reviews __________________________________________________79

29.32 Technical Meetings _____________________________________________79

29.33 Quality Assurance/Quality Control _________________________________79

29.34 Supervision ____________________________________________________79

29.35 Coordination ___________________________________________________79

29.36 Supplemental Mapping __________________________________________79

30 TERRESTRIAL MOBILE LiDAR and tasks 30.1 – 30.19 are not applicable for this project. _________________________________________________________79

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not applicable for this project. ______________________________________________________79

FINAL A-11 FPID: 428624-1-32-01

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 – 31.12 are not applicable for this project. ____________79

33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1 –

33.21 are not applicable for this project. _________________________________79

34 INTELLIGENT TRANSPORTATION SYSTEM PLANS and tasks 34.1 – 34.21 are not applicable for this project. ______________________________________79

35 GEOTECHNICAL ___________________________________________________79

35.1 Document Collection and Review __________________________________80

35.2 Develop Detailed Boring Location Plan _____________________________81

35.3 Stake Borings/Utility Clearance ____________________________________81

35.4 Coordinate and Develop MOT Plans for Field Investigation _____________81

35.5 Drilling Access Permits __________________________________________81

35.6 Property Clearances (Not applicable to this project) ____________________81

35.7 Groundwater Monitoring (Not applicable to this project) ________________81

35.8 LBR / Resilient Modulus Sampling _________________________________81

35.9 Coordination of Field Work _______________________________________81

35.10 Soil and Rock Classification - Roadway _____________________________82

35.11 Design LBR (Not applicable to this project) __________________________82

35.12 Laboratory Data ________________________________________________82

35.13 Seasonal High Water Table _______________________________________82

35.14 Parameters for Water Retention Areas (Not applicable to this project)______82

35.15 Delineate Limits of Unsuitable Material _____________________________82

35.16 Electronic Files for Cross-Sections _________________________________82

35.17 Embankment Settlement and Stability _______________________________82

35.18 Stormwater Volume Recovery and/or Background Seepage Analysis (Not applicable to this project) _________________________________________82

35.19 Geotechnical Recommendations ___________________________________82

35.20 Pavement Condition Survey and Pavement Evaluation Report (To Be

Provided by the DEPARTMENT) __________________________________82

35.21 Preliminary Roadway Report ______________________________________83

35.22 Final Report ___________________________________________________83

35.23 Auger Boring Drafting ___________________________________________83

35.24 SPT Boring Drafting ____________________________________________83

35.25 Develop Detailed Boring Location Plan _____________________________84

35.26 Stake Borings/Utility Clearance ____________________________________84

35.27 Coordinate and Develop MOT Plans for Field Investigation _____________84

35.28 Drilling Access Permits __________________________________________84

35.29 Property Clearances (Not applicable to this project) ____________________84

35.30 Collection of Corrosion Samples ___________________________________84

35.31 Coordination of Field Work _______________________________________84

35.32 Soil and Rock Classification - Structures ____________________________85

35.33 Tabulation of Laboratory Data _____________________________________85

35.34 Estimate Design Groundwater Level for Structures (Not applicable to this project) _______________________________________________________85

FINAL A-12 FPID: 428624-1-32-01

35.35 Selection of Foundation Alternatives (BDR) __________________________85

35.36 Detailed Analysis of Selected Foundation Alternate(s) __________________85

35.37 Bridge Construction and Testing Recommendations ____________________86

35.38 Lateral Load Analysis (Optional)___________________________________86

35.39 Walls (Not applicable for this project) _______________________________86

35.40 Sheet Pile Wall Analysis (Optional) ________________________________86

35.41 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and Geotechnical Recommendations (Not applicable for this project) ______86

35.42 Box Culvert Analysis (Not applicable for this project) __________________86

35.43 Preliminary Report - BDR ________________________________________86

35.44 Final Report - Bridge and Associated Walls __________________________86

35.45 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights (Not applicable for this project) ________________________________________87

35.46 SPT Boring Drafting ____________________________________________87

35.47 Other Geotechnical (Not applicable to this project) ____________________87

35.48 Technical Special Provisions (Not applicable to this project) _____________87

35.49 Field Reviews __________________________________________________87

35.50 Technical Meetings _____________________________________________87

35.51 Quality Assurance/Quality Control _________________________________87

35.52 Supervision ____________________________________________________87

35.53 Coordination ___________________________________________________87

35.54 Optional Preliminary Contamination Assessment (Not applicable for this project) _______________________________________________________87

36 PROJECT REQUIREMENTS _________________________________________88

36.1 Liaison Office__________________________________________________88

36.2 Key Personnel _________________________________________________88

36.3 Progress Reporting ______________________________________________88

36.4 Correspondence ________________________________________________88

36.5 Professional Endorsement ________________________________________88

36.6 Computer Automation ___________________________________________88

36.7 Coordination with Other Consultants________________________________89

36.8 Optional Services _______________________________________________89

37 INVOICING LIMITS ________________________________________________89

FINAL A-13 FPID: 428624-1-32-01

SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES

HIGHWAY AND BRIDGE/STRUCTURAL DESIGN

This Exhibit forms an integral part of the agreement between the State of Florida Department of Transportation (hereinafter referred to as the DEPARTMENT or FDOT) and Dewberry Engineers Inc. d/b/a Dewberry/Bowyer-Singleton (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 428624-1-32-01 Federal Aid Project No.: 3899 002 S County Section No.: 5054000 Description: CR 159 over Attapulgus Creek County: Gadsden Bridge No.: 500033

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.

Improvements to the transportation facility described herein

Major work mix include: BRIDGE REPLACEMENT

Major work groups include: 4.1.2, 3.1

Minor work groups include: 5.4, 7.1, 8.1, 8.2, 8.4, 9.1, 9.2, 9.4.1, 9.4.2

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

MARCH 10, 2014 A-14 FPID: 428624-1-32-01

CONSULTANT and/or the DEPARTMENT.

The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original concepts may be required. The CONSULTANT shall incorporate these refinements into the design and consider such refinements to be an anticipated and integral part of the work. This shall not be a basis for any supplemental fee request(s).

The CONSULTANT shall demonstrate good project management practices while working on this project. These include communication with the DEPARTMENT and others as necessary, management of time and resources, and documentation. The CONSULTANT shall set up and maintain throughout the design of the project a contract file in accordance with DEPARTMENT procedures. CONSULTANTs are expected to know the laws and rules governing their professions and are expected to provide services in accordance with current regulations, codes and ordinances and recognized standards applicable to such professional services. The Consultant shall provide qualified technical and professional personnel to perform to Department standards and procedures, the duties and responsibilities assigned under the terms of this agreement. The Consultant shall minimize to the maximum extent possible the Department’s need to apply its own resources to assignments authorized by the Department.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of contract documents, including Construction documents. The Department’s technical reviews are for high-level conformance and are not meant to be comprehensive reviews. The CONSULTANT shall be fully responsible for all work performed and work products developed under this Scope of Services. The DEPARTMENT may provide job-specific information and/or functions as outlined in this contract, if favorable.

2 PROJECT DESCRIPTION

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

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

Financial Project ID: 428624-1-32-01

The principal intent of this project is to replace the existing structurally deficient bridge (No. 500033) on CR 159 over Attapulgus Creek in Gadsden County, Florida, northwest of Havana. The roadway approaches should be resurfaced/reconstructed as appropriate, but as a minimum to the extent of the new guardrail. At the project location, the existing roadway typical section consists of two 11' lanes and 6' shoulders (5' paved). The existing bridge typical section consists of two 12' lanes, with no shoulders. The existing capacity (2 lanes) shall remain the same for the new bridge.

FINAL A-15 FPID: 428624-1-32-01

The new structure shall be constructed along the existing horizontal alignment.

This existing bridge is Scour Critical and a Phase 4 Scour Report has been completed.

The posted speed limit on CR 159 is 55 mph within the project limits. An appropriate design speed will need to be determined during design.

Evaluate constructing an onsite temporary diversion adjacent to the existing bridge.

The existing right-of-way varies between 70’ and 120’. Right-of-way acquisition is anticipated in order to construct the new roadway and bridge typical sections.

The onsite temporary diversion will likely require a temporary construction easement.

The anticipated project limits, including roadway approaches, are from CMP 3.850 to CMP 3.997. Project limits will be adjusted during design based on the new bridge length and roadway approaches. The overall anticipated project length is 0.147 miles.

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

All necessary Geotechnical efforts will be provided by the CONSULTANT.

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

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

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

Public Involvement: This project will have a Community Awareness Plan (CAP) Level II, without a Public Information Meeting/Workshop. See Section 3.1 for specific requirements.

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

Section 3.2 provides additional guidance.

Project Agreement: The CONSULTANT Project Manager shall ensure that a Project Agreement is executed between the County and the Department. The Agreement allows the Department to purchase R/W in the County’s name and establishes the responsibility of future maintenance activities. The CONSULTANT shall coordinate with D3 Legal Office for the appropriate document.

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

Value Engineering: N/A

FINAL A-16 FPID: 428624-1-32-01

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 Section 35.6.

Typical Section: The roadway typical section shall include 11’ lanes and 5’ paved shoulders.

Bridge Typical Section: The new bridge section shall be designed to meet AASHTO requirements for lane and shoulder width for the determined design speed and traffic volumes.

Right-of-Way: Right-of-way acquisition is anticipated for this project. Existing R/W lines, including stations and offset distances at breaks, will be shown on all plan sheets.

Pavement Design: The DEPARTMENT will provide the Pavement Design for this project. The DEPARTMENT will be responsible for the Pavement Condition Survey.

Cross Slope: There have been no cross-slope deficiencies identified in this project at this time.

Access Management Classification: N/A

Roadway Alternative Analysis: N/A

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

Traffic Control Plans (TCP) will be required for this project. The FDOT Design Standards, 600 series, should be utilized for all work being performed on or adjacent to existing roadways. A reduction in the number of lanes will require that a lane closure analysis be performed by the CONSULTANT. See Section 4.6 for further guidance.

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

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

FINAL A-17 FPID: 428624-1-32-01

minimize potential schedule delays. The CONSULTANT is to be aware that omitting certain work items may require approval at the District Director level (see PPM, Vol I, Ch 25.3.1.2). The CONSULTANT will coordinate with the Department’s Project Manager to obtain this approval.

2.2 Drainage (Activity 6)

System Type: CR 159 has an open drainage system throughout the project limits.

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

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

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

2.3 Utilities Coordination (Activity 7)

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

The CONSULTANT will identify which utilities exist within the corridor during the survey phase by calling Sunshine 811 and shall…