CN-550000-C9133.pdf

FINAL FPIDS: 426368-1-32-01

MARCH 3, 2011 A-1 & 426360-1-32-01

EXHIBIT A

SCOPE OF SERVICES

FOR

GROUP 11-07 BRIDGE REPLACEMENTS

FINANCIAL PROJECT ID. 426368-1-32-01

LIBERTY SCHOOL ROAD OVER GUM BRANCH (BRIDGE NO. 524506)

FEDERAL PROJECT NO. 00B3-081-B

AND

FINANCIAL PROJECT ID. 426360-1-32-01

MALCOLM TAYLOR ROAD OVER RICE MACHINE BRANCH (BRIDGE

NO. 524140)

FEDERAL PROJECT NO. 00B3-080-B

DISTRICT THREE

HOLMES COUNTY

FPIDS: 426368-1-32-01

MARCH 3, 2011 A- 2 & 426360-1-32-01

1 PURPOSE __________________________________________________________13

2 PROJECT DESCRIPTION ___________________________________________14

2.1 Roadway (Activities 3.0, 4.0, and 5.0) _______________________________16

2.2 Drainage (Activity 6.0) __________________________________________17

2.3 Utilities Coordination (Activity 7.0) ________________________________17

2.4 Environmental Permits (Activity 8.0) _______________________________17

2.5 Structures (Activities 9.0 – 18.0) ___________________________________18

2.6 Signing and Pavement Markings (Activity 19.0 & 20.0)_________________18

2.7 Signals (Not applicable to this project) ______________________________18

2.8 Lighting (Not applicable to this project) _____________________________18

2.9 Landscape Architecture (Not applicable to this project) _________________18

2.10 Survey (Activity 27.0) ___________________________________________19

2.11 Photogrammetry (Not applicable to this project) _______________________19

2.12 Mapping (Activity 29.0)__________________________________________19

2.13 Geotechnical (Activity 30.0) ______________________________________19

2.14 Architecture (Not applicable to this project) __________________________19

2.15 Noise Barriers (Not applicable to this project) ________________________19

2.16 Intelligent Transportation Systems (Not applicable to this project) ________19

2.17 Project Schedule ________________________________________________19

2.18 Submittals _____________________________________________________20

2.19 Provisions for Work _____________________________________________27

2.20 Services to be Performed by the DEPARTMENT ______________________34

3 PROJECT COMMON and PROJECT GENERAL TASKS ________________35

Project Common Tasks ____________________________________________________35

Project General Tasks _____________________________________________________37

3.1 Public Involvement _____________________________________________37

3.1.1 Community Awareness Plan ______________________________________38

3.1.2 Notifications ___________________________________________________38

3.1.3 Preparing Mailing Lists __________________________________________39

3.1.4 Median Modification Letters (Not applicable to this project) _____________41

3.1.5 Driveway Modification Letters (Not applicable to this project) ___________41

3.1.6 Newsletters (Not applicable to this project) ___________________________41

3.1.7 Renderings and Fly-Throughs (Not applicable to this project) ____________41

3.1.8 PowerPoint Presentations (Not applicable to this project) ________________42

3.1.9 Public Meeting Preparations ______________________________________42

3.1.10 Public Meeting Attendance and Follow-up ___________________________43

3.1.11 MPO 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 _________________________________44

3.4 Contract Maintenance ___________________________________________46

MARCH 3, 2011 A- 3 & 426360-1-32-01

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 Services ___________________________________________46

3.8 Post Design Services ____________________________________________47

3.9 Electronic Delivery _____________________________________________48

3.10 Other Project General Tasks ______________________________________49

4 ROADWAY ANALYSIS ______________________________________________49

4.1 Typical Section Package _________________________________________49

4.2 Pavement Design Package (To Be Provided by the DEPARTMENT) ______49

4.3 Access Management (Not applicable to this project) ___________________49

4.4 Horizontal/Vertical Master Design Files _____________________________49

4.5 Cross Section Design Files________________________________________49

4.6 Traffic Control Analysis _________________________________________49

4.7 Master TCP Design Files (Not applicable to this project) ________________50

4.8 Design Variations and Exceptions (Not applicable to this project) _________50

4.9 Design Report _________________________________________________50

4.10 Computation Book and Quantities __________________________________51

4.11 Cost Estimate __________________________________________________51

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

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

4.14 Field Reviews __________________________________________________51

4.15 Technical Meetings _____________________________________________51

4.16 Quality Assurance/Quality Control _________________________________51

4.17 Independent Peer Review (Not applicable to this project)________________51

4.18 Supervision ____________________________________________________51

4.19 Coordination ___________________________________________________51

5 ROADWAY PLANS _________________________________________________51

5.1 Key Sheet _____________________________________________________52

5.2 Summary of Pay Items Including Quantity Input ______________________52

5.3 Drainage Map __________________________________________________52

5.4 Interchange Drainage Map (Not applicable to this project) _______________52

5.5 Typical Section Sheets ___________________________________________52

5.6 General Notes/Pay Item Notes _____________________________________52

5.7 Summary of Quantities __________________________________________52

5.8 Box Culvert Data Sheet __________________________________________52

5.9 Bridge Hydraulics Recommendation Sheets __________________________52

5.10 Summary of Drainage Structures (Not applicable to this project) __________52

5.11 Optional Pipe/Culvert Material (Not applicable to this project) ___________52

5.12 Project Layout (Not applicable to this project) ________________________52

5.13 Plan/Profile Sheet _______________________________________________52

5.14 Profile Sheet (Not applicable to this project) __________________________52

5.15 Plan Sheet (Not applicable to this project) ____________________________52

5.16 Special Profile (Not applicable to this project) ________________________52

5.17 Back of Sidewalk Profile Sheet (Not applicable to this project) ___________52

MARCH 3, 2011 A- 4 & 426360-1-32-01

5.18 Interchange Layout Sheet (Not applicable to this project)________________52

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

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

5.21 Miscellaneous Detail Sheets ______________________________________53

5.22 Drainage Structure Sheet (Per Structure) (Not applicable to this project) ____53

5.23 Miscellaneous Drainage Detail Sheets (Not applicable to this project) ______53

5.24 Lateral Ditch Plan/Profile (Not applicable to this project) _______________53

5.25 Lateral Ditch Cross Sections (Not applicable to this project) _____________53

5.26 Retention/Detention Ponds Detail Sheet (Not applicable to this project) ____53

5.27 Retention Pond Cross Sections (Not applicable to this project) ___________53

5.28 Cross-Section Pattern Sheet (Not applicable to this project) ______________53

5.29 Roadway Soil Survey Sheet _______________________________________53

5.30 Cross Sections _________________________________________________53

5.31 Traffic Control Plan Sheets _______________________________________53

5.32 Traffic Control Cross Section Sheets (Not applicable to this project) _______53

5.33 Traffic Control Detail Sheets ______________________________________53

5.34 Utility Adjustment Sheets (Not applicable to this project) _______________53

5.35 Selective Clearing and Grubbing (Not applicable to this project) __________53

5.36 Erosion Control Plan ____________________________________________53

5.37 SWPPP _______________________________________________________53

5.38 Project Control Network Sheet ____________________________________53

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

5.40 Utility Verification Sheet (SUE Data) (Not applicable to this project) ______53

5.41 Quality Assurance/Quality Control _________________________________53

5.42 Supervision ____________________________________________________53

6 DRAINAGE ANALYSIS ______________________________________________54

6.1 Determine Base Clearance Water Elevation (Not applicable to this project) _55

6.2 Pond Siting Analysis and Report (Not applicable to this project) __________55

6.3 Design of Cross Drains (Not applicable to this project) _________________55

6.4 Design of Roadway Ditches _______________________________________55

6.5 Design of Outfalls (Not applicable to this project) _____________________55

6.6 Design of Stormwater Management Facility (Offsite Pond) (Not applicable to this project)____________________________________________________55

6.7 Design of Stormwater Management Facility (Roadside Ditch as Linear Pond or

Infield Pond) (Not applicable to this project) _________________________55

6.8 Design of Flood Plain Compensation Area (Not applicable to this project)__55

6.9 Design of Storm Drains (Not applicable to this project) _________________55

6.10 Optional Culvert Material (Not applicable to this project) _______________56

6.11 French Drain Design (Not applicable to this project) ___________________56

6.12 Drainage Wells (Not applicable to this project) ________________________56

6.13 Drainage Design Documentation Report (Not applicable to this project) ____56

6.14 Bridge Hydraulic Report _________________________________________56

6.15 Temporary Drainage Analysis (Not applicable to this project) ____________56

6.16 Cost Estimate __________________________________________________56

6.17 Technical Special Provisions (Not applicable to this project) _____________56

MARCH 3, 2011 A- 5 & 426360-1-32-01

6.18 Other Drainage Analysis (Not applicable to this project) ________________56

6.19 Field Reviews __________________________________________________56

6.20 Technical Meetings _____________________________________________56

6.21 Quality Assurance/Quality Control _________________________________56

6.22 Independent Peer Review (Not applicable to this project)________________56

6.23 Supervision ____________________________________________________56

6.24 Coordination ___________________________________________________56

7 UTILITIES ________________________________________________________56

7.1 Kickoff Meeting (To Be Conducted by the DEPARTMENT) ____________56

7.2 Identify Existing UAO(s) _________________________________________56

7.3 Make Utility Contacts ___________________________________________57

7.4 Exception Coordination (Not applicable to this project) _________________57

7.5 Preliminary Utility Meeting (To Be Conducted by the DEPARTMENT) ___57

7.6 Individual/Field Meetings (Not applicable to this project) _______________57

7.7 Collect and Review Plans and Data from UAO(s) _____________________57

7.8 Subordination of Easements Coordination (To Be Conducted by the

DEPARTMENT) _______________________________________________57

7.9 Utility Design Meeting ___________________________________________57

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

Agreements ___________________________________________________58

7.11 Utility Coordination/Follow-up (To Be Conducted by the DEPARTMENT) _58

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

7.13 Additional Utility Services (To Be Conducted by the DEPARTMENT) ____58

7.14 Processing Utility Work by Highway Contractor (UWHC) ______________58

7.15 Contract Plans to UAO(s) ________________________________________58

7.16 Certification/Close-Out (To Be Conducted by the DEPARTMENT) _______59

7.17 Other Utilities __________________________________________________59

8 ENVIRONMENTAL PERMITS _______________________________________59

8.1 Preliminary Project Research ______________________________________59

8.2 Complete Permit Involvement Form (Not applicable to this project) _______59

8.3 Establish Wetland Jurisdictional Lines ______________________________59

8.4 Agency Verification of Wetland Data _______________________________60

8.5 Complete and Submit All Required Permit Applications ________________61

8.6 Prepare Dredge and Fill Sketches per Agency Criteria __________________61

8.7 Prepare USCG Permit Sketches per Agency Criteria (Not applicable for this project) _______________________________________________________61

8.8 Prepare Water Management District Right-of-Way Occupancy Sketches ___61

8.9 Prepare Coastal Construction Control Line (CCCL) Permit Application (Not applicable for this project) ________________________________________61

8.10 Prepare Tree Permit Information (Not applicable for this project) _________61

8.11 Mitigation Coordination and Meetings ______________________________61

8.12 Mitigation Design (Not applicable for this project) _____________________62

8.13 Environmental Clearances, Reevaluations and Technical Support _________62

8.14 Environmental Clearances and Reevaluations (Refer to Section 8.13) ______62

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

MARCH 3, 2011 A- 6 & 426360-1-32-01

8.16 Technical Meetings _____________________________________________63

8.17 Quality Assurance/Quality Control _________________________________63

8.18 Supervision ____________________________________________________63

8.19 Coordination ___________________________________________________63

9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND

DRAWINGS ________________________________________________________63

9.1 Index of Drawings (Not applicable to this project) _____________________63

9.2 Project Layout (Not applicable for this project) _______________________63

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

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

9.5 Incorporate Report of Core Borings (Not applicable to this project)________63

9.6 Existing Bridge Plans (Not applicable for this project) __________________63

9.7 Assembly of Computation Book and Quantities (Not applicable to this project)63

9.8 Cost Estimate (Not applicable to this project) _________________________63

9.9 Technical Special Provisions (Not applicable to this project) _____________64

9.10 Field Reviews __________________________________________________64

9.11 Technical Meetings _____________________________________________64

9.12 Quality Assurance/Quality Control _________________________________64

9.13 Independent Peer Review (Not applicable for this project) _______________64

9.14 Supervision ____________________________________________________64

9.15 Coordination ___________________________________________________64

10 STRUCTURES - BRIDGE DEVELOPMENT REPORT ___________________64

General Requirements _________________________________________________64

10.1 Bridge Geometry _______________________________________________64

10.2 Ship Impact Data Collection (Not applicable for this project) ____________64

10.3 Ship Impact Criteria (Not applicable for this project) ___________________64

Superstructure Alternatives _____________________________________________64

10.4 Short-Span Concrete ____________________________________________64

10.5 Medium-Span Concrete (Not applicable for this project) ________________64

10.6 Long Span Concrete (Not applicable for this project) ___________________64

10.7 Structural Steel (Not applicable for this project) _______________________64

Foundation and Substructure Alternatives __________________________________64

10.8 Pier/Bent ______________________________________________________64

10.9 Shallow Foundations ____________________________________________64

10.10 Deep Foundations ______________________________________________64 Movable Span and tasks 10.11 – 10.23 are not applicable for this project. _________64 Other BDR Issues _____________________________________________________65

10.24 Aesthetics _____________________________________________________65

10.25 TCP/Staged Construction Requirements _____________________________65

10.26 Constructability Requirements _____________________________________65

10.27 Abutment Slope/Wall Evaluation __________________________________65

10.28 Quantity and Cost Estimates ______________________________________65

10.29 Quantity and Cost Estimates - Movable Span (Not applicable for this project)65

10.30 Wall Type Justification (Not applicable for this project)_________________65 Report Preparation ____________________________________________________65

MARCH 3, 2011 A- 7 & 426360-1-32-01

10.31 Exhibits ______________________________________________________65

10.32 Exhibits - Movable Span (Not applicable for this project) _______________65

10.33 Report Preparation ______________________________________________65

10.34 Report Preparation - Movable Span (Not applicable for this project) _______65

10.35 BDR Submittal Package __________________________________________65 Preliminary Plans and tasks 10.36 – 10.48 are not applicable for this project. ______65

11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not applicable for this project. _______________________________________________________65

12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 – 12.28 are not applicable for this project. ___________________________________________65

13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13. 52 are not applicable for this project. ________________________________________65

14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14. 60 are not applicable for this project. ______________________________________________65

15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 – 15.77 are not applicable for this project. ___________________________________________65

16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not applicable for this project. __________________________________________________________66

17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not applicable for this project. __________________________________________________________66

18 STRUCTURES - MISCELLANEOUS __________________________________66

Concrete Box Culverts _________________________________________________66

18.1 Concrete Box Culverts ___________________________________________66

18.2 Concrete Box Culverts Extensions (Not applicable for this project) ________66

Strain Poles and tasks 18.3 – 18.4 are not applicable for this project. _____________66 Mast Arms and task 18.5 are not applicable for this project. ____________________66 Overhead/Cantilever Sign Structure and tasks 18.6 – 18.10 are not applicable for this project. _______________________________________________________66

High Mast Lighting and task 18.11 are not applicable for this project. ____________66 Sound Barrier Walls (Ground Mount) and tasks 18.12 – 18.18 are not applicable for this project. ____________________________________________________66

Special Structures and tasks 18.19 – 18.22 are not applicable for this project. ______66

19 SIGNING AND PAVEMENT MARKING ANALYSIS ____________________66

19.1 Traffic Data Analysis (Not applicable for this project) __________________66

19.2 No Passing Zone Study (Not applicable for this project) ________________66

19.3 Reference and Master Design File __________________________________66

19.4 Multi-Post Sign Support Calculations (Not applicable for this project) _____67

19.5 Sign Panel Design Analysis (Not applicable for this project) _____________67

MARCH 3, 2011 A- 8 & 426360-1-32-01

19.6 Sign Lighting/Electrical Calculations (Not applicable for this project)______67

19.7 Quantities _____________________________________________________67

19.8 Computation Book (Not applicable for this project) ____________________67

19.9 Cost Estimates (Not applicable for this project) _______________________67

19.10 Technical Special Provisions (Not applicable to this project) _____________67

19.11 Other Signing and Pavement Marking Analysis (Not applicable for this project) _______________________________________________________67

19.12 Field Reviews (Not applicable for this project) ________________________67

19.13 Technical Meetings (Not applicable for this project) ___________________67

19.14 Quality Assurance/Quality Control _________________________________67

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

19.16 Supervision ____________________________________________________67

19.17 Coordination ___________________________________________________67

20 SIGNING AND PAVEMENT MARKING PLANS ________________________67

20.1 Key Sheet _____________________________________________________67

20.2 Summary of Pay Items Including CES Input (Not applicable for this project) 67

20.3 Tabulation of Quantities __________________________________________67

20.4 General Notes/Pay Item Notes _____________________________________67

20.5 Project Layout (Not applicable for this project) _______________________67

20.6 Plan Sheet _____________________________________________________67

20.7 Typical Details(Not applicable for this project)________________________68

20.8 Guide Sign Work Sheet(s) (Not applicable for this project) ______________68

20.9 Traffic Monitoring Site (Not applicable for this project)_________________68

20.10 Cross Sections (Not applicable for this project) _______________________68

20.11 Special Service Point Details (Not applicable for this project) ____________68

20.12 Special Details (Not applicable for this project) _______________________68

20.13 Interim Standards (Not applicable for this project) _____________________68

20.14 Quality Assurance/Quality Control _________________________________68

20.15 Supervision ____________________________________________________68

21 SIGNALIZATION ANALYSIS and tasks 21.1 – 21.19 are not applicable for this project. _____________________________________________________________68

22 SIGNALIZATION PLANS and tasks 22.1 – 22.18 are not applicable for this project.68

23 LIGHTING ANALYSIS and tasks 23.1 – 23.18 are not applicable for this project. 68

24 LIGHTING PLANS and tasks 24.1 – 24.14 are not applicable for this project. ____68

25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.16 are not applicable for this project. ______________________________________________68

26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not applicable for this project. _______________________________________________________68

MARCH 3, 2011 A- 9 & 426360-1-32-01

27 SURVEY ___________________________________________________________68

27.1 Horizontal Project Network Control (HPNC) (To be provided by the

DEPARTMENT) ________________________________________________68

27.2 Vertical Project Network Control (VPNC) (To be provided by the

DEPARTMENT) ________________________________________________69

27.3 Alignment and/or Existing Right of Way Lines _______________________69

27.4 Aerial Targets (Not applicable for this project) ________________________69

27.5 Reference Points________________________________________________69

27.6 Topography/DTM (3D) __________________________________________69

27.7 Planimetric (2D) (Not applicable for this project) ______________________69

27.8 Roadway Cross Sections/Profiles __________________________________69

27.9 Side Street Surveys (Not applicable for this project) ____________________69

27.10 Underground Utilities____________________________________________69

27.11 Outfall Survey (Not applicable for this project) _______________________69

27.12 Drainage Survey (Not applicable for this project) ______________________69

27.13 Bridge Survey _________________________________________________69

27.14 Channel Survey ________________________________________________69

27.15 Pond Site Survey (Not applicable for this project) _____________________69

27.16 Mitigation Survey (Not applicable for this project) _____________________69

27.17 Jurisdiction Line Survey _________________________________________69

27.18 Geotechnical Support ____________________________________________70

27.19 Sectional/Grant Survey __________________________________________70

27.20 Subdivision Location (Not applicable for this project) __________________70

27.21 Maintained R/W ________________________________________________70

27.22 Boundary Survey (Not applicable for this project) _____________________70

27.23 Water Boundary Survey (Not applicable for this project) ________________70

27.24 Right of Way Staking (Not applicable for this project) __________________70

27.25 Right of Way Monumentation (Not applicable for this project) ___________70

27.26 Line Cutting (Not applicable for this project) _________________________70

27.27 Work Zone Safety ______________________________________________70

27.28 Miscellaneous Surveys ___________________________________________70

27.29 Supplemental Surveys ___________________________________________70

27.30 Document Research (Not applicable for this project) ___________________70

27.31 Field Review __________________________________________________70

27.32 Technical Meetings _____________________________________________70

27.33 Quality Control/Quality Assurance _________________________________71

27.34 Supervision ____________________________________________________71

27.35 Coordination ___________________________________________________71

28 PHOTOGRAMMETRY and tasks 28.1 – 28.19 are not applicable for this project. 71

29 MAPPING __________________________________________________________71

Master CADD File ____________________________________________________71

29.1 Alignment _____________________________________________________71

29.2 Section and 1/4 Section Lines _____________________________________71

29.3 Subdivisions / Property Lines (Not applicable for this project) ____________71

29.4 Existing Right of Way ___________________________________________71

MARCH 3, 2011 A- 10 & 426360-1-32-01

29.5 Topography ___________________________________________________71

29.6 Parent Tract Properties and Existing Easements (Not applicable for this project) _______________________________________________________71

29.7 Proposed Right of Way Requirements (Not applicable for this project) _____71

29.8 Limits of Construction (Not applicable for this project) _________________71

29.9 Jurisdictional/Agency Lines _______________________________________72 Sheet Files __________________________________________________________72

29.10 Control Survey Cover Sheet ______________________________________72

29.11 Control Survey Key Sheet ________________________________________72

29.12 Control Survey Detail Sheet ______________________________________72

29.13 Right of Way Map Cover Sheet (To be provided by the DEPARTMENT) ___72

29.14 Right of Way Map Key Sheet (To be provided by the DEPARTMENT) _____72

29.15 Right of Way Map Detail Sheet (To be provided by the DEPARTMENT) ___72

29.16 Maintenance Map Cover Sheet (Not applicable for this project) __________72

29.17 Maintenance Map Key Sheet (Not applicable for this project) ____________72

29.18 Maintenance Map Detail Sheet (Not applicable for this project) __________72

29.19 Reference Point Sheet ___________________________________________72

29.20 Project Network Control Sheet (Not applicable for this project) ___________72

29.21 Table of Ownerships Sheet (Not applicable for this project) ______________72 Miscellaneous Surveys and Sketches ______________________________________72

29.22 Parcel Sketches (Not applicable for this project) _______________________72

29.23 TIITF Sketches (Not applicable for this project) _______________________72

29.24 Other Specific Purpose Survey(s) (Not applicable for this project) ________72

29.25 Boundary Survey(s) Map (Not applicable for this project) _______________72

29.26 Right of Way Monumentation Map (Not applicable for this project) _______72

29.27 Title Search Map (Not applicable for this project) _____________________72

29.28 Title Search Report (Not applicable for this project) ____________________72

29.29 Legal Descriptions (Not applicable for this project) ____________________73

29.30 Final Map/Plans Comparison (Not applicable for this project) ____________73

29.31 Field Reviews __________________________________________________73

29.32 Technical Meetings _____________________________________________73

29.33 Quality Assurance/Quality Control (Not applicable for this project) _______73

29.34 Supervision (Not applicable for this project) __________________________73

29.35 Coordination (Not applicable for this project) _________________________73

29.36 Supplemental Mapping __________________________________________73

30 GEOTECHNICAL ___________________________________________________73

30.1 Document Collection and Review (Not applicable for this project) ________74

30.2 Detailed Boring Location Plan (Not applicable for this project) ___________74

30.3 Stake Borings/Utility Clearance (Not applicable for this project) __________74

30.4 Coordinate and Develop MOT Plans for Field Investigation (Not applicable for this project)____________________________________________________74

30.5 Drilling Access Permits (Not applicable for this project) ________________74

30.6 Property Clearances (Not applicable for this project) ___________________74

30.7 Groundwater Monitoring (Not applicable for this project) _______________74

30.8 LBR / Resilient Modulus Sampling (Not applicable for this project) _______74

MARCH 3, 2011 A- 11 & 426360-1-32-01

30.9 Coordination of Field Work (Not applicable for this project) _____________74

30.10 Soil and Rock Classification – Roadway (Not applicable for this project) ___74

30.11 Design LBR (Not applicable for this project) _________________________74

30.12 Laboratory Data (Not applicable for this project) ______________________74

30.13 Seasonal High Water Table (Not applicable for this project) _____________74

30.14 Parameters for Water Retention Areas (Not applicable for this project) _____74

30.15 Delineate Limits of Unsuitable Material (Not applicable for this project) ___74

30.16 Electronic Files for Cross-Sections (Not applicable for this project) _______74

30.17 Embankment Settlement and Stability (Not applicable for this project) _____74

30.18 Stormwater Volume Recovery and/or Background Seepage Analysis (Not applicable for this project) ________________________________________74

30.19 Geotechnical Recommendations (Not applicable for this project) _________74

30.20 Pavement Condition Survey and Pavement Evaluation Report (Not applicable for this project) _________________________________________________75

30.21 Preliminary Roadway Report (Not applicable for this project) ___________75

30.22 Final Report (Not applicable for this project) _________________________75

30.23 Auger Boring Drafting (Not applicable for this project) _________________75

30.24 SPT Boring Drafting (Not applicable for this project) ___________________75 Structures ___________________________________________________________75

30.25 Develop Detailed Boring Location Plan _____________________________75

30.26 Stake Borings/Utility Clearance ____________________________________75

30.27 Coordinate and Develop MOT Plans for Field Investigation _____________75

30.28 Drilling Access Permits (Not applicable for this project) ________________75

30.29 Property Clearances (Not applicable for this project) ___________________75

30.30 Collection of Corrosion Samples ___________________________________75

30.31 Coordination of Field Work _______________________________________75

30.32 Soil and Rock Classification - Structures ____________________________75

30.33 Tabulation of Laboratory Data _____________________________________76

30.34 Estimate Design Groundwater Level for Structures ____________________76

30.35 Selection of Foundation Alternatives (BDR) __________________________76

30.36 Detailed Analysis of Selected Foundation Alternate(s) __________________76

30.37 Bridge Construction and Testing Recommendations ____________________76

30.38 Lateral Load Analysis (Optional)___________________________________77

30.39 Walls (Not applicable for this project) _______________________________77

30.40 Sheet Pile Wall Analysis (Optional) (Not applicable for this project) _______77

30.41 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and Geotechnical Recommendations (Not applicable for this project) ______77

30.42 Box Culvert Analysis ____________________________________________77

30.43 Preliminary Report - BDR ________________________________________77

30.44 Final Report - Bridge and Associated Walls __________________________77

30.45 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights (Not applicable for this project) ________________________________________78

30.46 SPT Boring Drafting ____________________________________________78

30.47 Other Geotechnical (Not applicable for this project) ____________________78

30.48 Technical Special Provisions (Not applicable for this project) ____________78

30.49 Field Reviews __________________________________________________78

MARCH 3, 2011 A- 12 & 426360-1-32-01

30.50 Technical Meetings _____________________________________________78

30.51 Quality Assurance/Quality Control _________________________________78

30.52 Supervision ____________________________________________________78

30.53 Coordination ___________________________________________________79

30.54 Optional Preliminary Contamination Assessment (Not applicable for this project) _______________________________________________________79

31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.139 are not applicable for this project. __________________________________________________________79

32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN

PHASE and tasks 32.1 – 31.11 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

35 PROJECT REQUIREMENTS _________________________________________79

35.1 Liaison Office__________________________________________________79

35.2 Key Personnel _________________________________________________79

35.3 Progress Reporting ______________________________________________79

35.4 Correspondence ________________________________________________79

35.5 Professional Endorsement ________________________________________79

35.6 Computer Automation ___________________________________________80

35.7 Coordination with Other Consultants________________________________80

35.8 Optional Services _______________________________________________80

36 INVOICING LIMITS ________________________________________________80

37 PROJECT COST ACCOUNTING – FOR DISTRICTWIDE / TASK DRIVEN

CONTRACTS (Not Applicable for this Project/ Contract) __________________81

MARCH 3, 2011 A- 13 & 426360-1-32-01

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) and American Consulting

Engineers of Florida, LLC (hereinafter referred to as the CONSULTANT) relative to the transportation facility described as follows:

Financial Project ID: 426368-1-32-01

Federal Aid Project No.: 00B3-081-B

County Section No.: 52000046

Description: Liberty School Road over Gum Branch

Holmes County Bridge No.: 524506

Financial Project ID: 426360-1-32-01

Federal Aid Project No.: 00B3-080-B

County Section No.: 52000048

Description: Malcolm Taylor Road over Rice Machine Branch

Holmes County Bridge No.: 524140

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 plans and special provisions, if necessary, for:

Improvements to the transportation facility described herein

Major work mix include: BRIDGE REPLACEMENT

Major work groups include: 3.1, 4.1.2 & 8.2

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

The general objective is for the CONSULTANT to prepare a set of plans to be used by the contractor to build the project, and by the DEPARTMENT to ensure the project is built as designed and to specifications. Elements of work shall include roadways, structures, geotechnical activities, surveys, drainage, signing and pavement markings, utility relocation, maintenance of traffic, cost estimates, environmental permits, quantity computation books, and all necessary incidental items for a complete project.

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

Manual and other pertinent manuals to accomplish the work are specifically included in this contract, and also which of the items of work will be the responsibility of the

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CONSULTANT or the DEPARTMENT.

All plans and design documents are to be prepared with Standard English values in accordance with all applicable DEPARTMENT manuals and guidelines.

The CONSULTANT shall be aware that as a project is developed, certain modifications and/or improvements to the original recommendation may be required. The CONSULTANT is to incorporate these refinements into the design and will consider this effort to be an anticipated and integral part of the work. This will 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. It shall be the CONSULTANT’s responsibility to utilize the very best engineering judgment, practices, and principles possible during the prosecution of the work commissioned under this contract.

The DEPARTMENT will provide contract administration, management services, and technical reviews of all work associated with the development and preparation of the contract plans. The DEPARTMENT will provide job-specific information and/or functions as outlined in this contract.

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: 426368-1-32-01 Bridge Replacement

The principal intent of this project is to replace the existing structurally deficient timber bridge (No. 524506) on Liberty School Road over Gum Creek in Holmes County, Florida north of Bonifay. The roadway approaches should be reconstructed as appropriate, but as a minimum to the extent of the new guardrail. The existing timber bridge is 16' wide and

27' long. The approach dirt roadway is approximately 24’ wide. The new structure shall be constructed along the existing horizontal alignment. If a bridge is utilized as the new structure type, the typical section will include two 10’ lanes with two foot shoulders and

Type F Barrier per the District 3 Design Newsletter (April-June 1999).

At the time of the field review, there was no posted speed limit on Liberty School Road.

An appropriate design speed will need to be determined during design.

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Anticipate closing Liberty School Road at the project location to facilitate bridge construction. Alternate detour routes for Liberty School Road are available on connecting county roads. During previous discussions with Holmes County Public

Works employees, they indicated that the county would allow FDOT to close the roadway.

Written approval from Holmes County for a road closure will be required and should be attained as soon as possible.

Based on the field review, the existing maintained right-of-way appears to be approximately 30' total. The official county maintained right-of-way will need to be determined for this project. Right-of-way acquisition is anticipated in order to construct the new roadway and bridge typical sections.

The anticipated project limits, including roadway approaches, are from CMP 1.349 to

CMP 1.499. Project limits may be adjusted during design based on the new bridge length and roadway approaches. The overall anticipated project length is 0.150 miles.

Financial Project ID: 426360-1-32-01 Bridge Replacement

The principal intent of this project is to replace the existing structurally deficient timber bridge (No. 524140) on Malcolm Taylor Road over Rice Machine Branch in Holmes

County, Florida north of Bonifay. The roadway approaches should be reconstructed as appropriate, but as a minimum to the extent of the new guardrail. The existing timber bridge is 16' wide and 24' long. The approach dirt roadway is approximately 20’ wide.

The new structure shall be constructed along the existing horizontal alignment. If a bridge is utilized as the new structure type, the typical section will include two 10’ lanes with two foot shoulders and Type F Barrier per the District 3 Design Newsletter (April-

June 1999).

At the time of the field review, the posted speed limit was 35 mph on Malcolm Taylor

Road. An appropriate design speed will need to be determined during design.

Anticipate closing Malcolm Taylor Road at the project location to facilitate bridge construction. Alternate detour routes for Malcolm Taylor Road are available on connecting county roads. During previous discussions with Holmes County Public

Works employees, they indicated that the county would allow FDOT to close the roadway.

Written approval from Holmes County for a road closure will be required and should be attained as soon as possible.

Based on the field review, the existing maintained right-of-way appears to be approximately 45' total. The official county maintained right-of-way will need to be determined for this project. Right-of-way acquisition is anticipated in order to construct the new roadway and bridge typical sections.

The anticipated project limits, including roadway approaches, are from CMP 2.554 to

CMP 2.634. Project limits may be adjusted during design based on the new bridge length and roadway approaches. The overall anticipated project length is 0.080 miles.

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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 Roadway (Activities 3.0, 4.0, and 5.0)

Public Involvement: This project will have a Community Awareness Plan (CAP) Level II, including a Public Meeting. See Section 3.1 for specific requirements.

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

Maintenance Agreement: The CONSULTANT Project Manager shall ensure that a maintenance agreement is executed between the County and the Department for the new bridge. The CONSULTANT shall coordinate with D3 Legal Office for the appropriate document.

Plan Type: The CONSULTANT shall provide roadway plans, structures plans, and any other plan type required for each project. This will also include miscellaneous details to construct this project. The CONSULTANT shall develop and sign and seal the plans electronically in accordance with Section 35.6.

Typical Section: One typical section is anticipated for the roadway. The new typical section will match the structure typical section for the projects.

Bridge Typical Section: The new bridge section will meet AASHTO requirements including 10' lanes with 2' paved shoulders as specified in the District 3 Design Newsletter (April-June 1999).

Right-of-Way: Right-of-way acquisition will be required 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. One (1) pavement design is anticipated for this project.

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

Variations/Exceptions: Conditions may be identified during design that may warrant a design variation or exception. 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.

In addition, Utility Exceptions will be required for above ground utilities that fail to meet the minimum requirement for horizontal clearance. Early coordination

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with Utility Companies will be necessary for processing requests for Utility Exceptions.

2.2 Drainage (Activity 6.0)

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

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.

2.3 Utilities Coordination (Activity 7.0)

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

The CONSULTANT will identify all utilities in the corridor during the survey phase by calling Sunshine State One-Call of Florida (SSOCOF) and shall coordinate with each company to verify that all existing utilities are designated in the field prior to completing the topographic survey. 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 7.0 of this document. The Consultant is to review the Utility Work Schedules and assure that they are compatible with the plans.

The CONSULTANT shall prepare a Utility Conflict Matrix for all utilities which may be impacted by construction activities. An example Utility Conflict Matrix will be provided by the DEPARTMENT. The matrix will be required with the Phase II submittal and will be updated and submitted with every phase thereafter.

Utility exceptions will be per Chapter 13 as found in the Utility Accommodation Manual. The CONSULTANT will not be responsible for obtaining utility exceptions but will need to provide information as available to assist utility companies in obtaining exceptions.

2.4 Environmental Permits (Activity 8.0)

The CONSULTANT shall coordinate with appropriate agencies for all necessary permits, including, but not limited to, Northwest Florida Water Management District, Department of Environmental Protection, United States Coast Guard and US Army Corps of Engineers.

The CONSULTANT shall be responsible for the identification, coordination and applications for all permits necessary to construct this project. All application and

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processing fees associated with said permit(s) and activities shall be paid for by the

CONSULTANT.

The DEPARTMENT will direct use of mitigation site or Florida Statutes.

2.5 Structures (Activities 9.0 – 18.0)

FPID 426368-1 Liberty School Road over Gum Creek (BR# 524506):

The existing timber bridge is 16' wide and 27' long. The approach dirt roadway is approximately 24’ wide. The new structure shall be constructed along the existing horizontal alignment. The new bridge typical section will be two 10’ lanes with two foot shoulders and Type F Barrier per the District 3 Design Newsletter (April- June 1999).

The short existing bridge length and the limited creek flow indicate a box culvert may be an adequate solution at this location. The hydraulics study will determine the final replacement option.

FPID 426360-1 Malcolm Taylor Road over Rice Machine Branch (BR# 524140):

The existing timber bridge is 16' wide and 24' long. The approach dirt roadway is approximately 20’ wide. The new structure shall be constructed along the existing horizontal alignment. If a bridge is utilized as the replacement structure, the typical section will include two 10’ lanes with two foot shoulders and Type F

Barrier per the District 3 Design Newsletter (April-June 1999).

The short existing bridge length and the limited creek flow indicate a box culvert may be an adequate solution at this location. The hydraulics study will determine the final replacement option.

Type of Bridge Structure Work:

BDR

Short Span Concrete

Box Culvert

2.6 Signing and Pavement Markings (Activity 19.0 & 20.0)

A No Passing Zone Study will NOT be required. This project will be striped so that passing is NOT allowed.

2.7 Signals (Not applicable to this project)

2.8 Lighting (Not applicable to this project)

2.9 Landscape Architecture (Not applicable to this project)

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2.10 Survey (Activity…