-
ADVERTISEMENT APRIL 22, 2019
EXHIBIT A
SCOPE OF SERVICES
FOR
Design Group 20-08
RESURFACING, REHABILITATION, & RESTORATION
FINANCIAL PROJECT ID (FPID) 437756-1-32-01
State Road (SR) 30 (US 98)
from East of SR 61 (US 319) to West of Wakulla River Bridge
WAKULLA COUNTY
And
FPID 437762-1-32-01
SR 75 (US 231/Harrison Avenue)
from SR 30 (US 98B) 6th Street to SR 30A (US 98) 15th Street
BAY COUNTY
DISTRICT THREE
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-2
1 PURPOSE
__________________________________________________________15
2 PROJECT DESCRIPTION
___________________________________________16
2.1 Project General and Roadway (Activities 3, 4, and 5)
___________________21 2.2 Drainage (Activities 6a and 6b)
____________________________________25 2.3 Utilities Coordination
(Activity 7) __________________________________25 2.4 Environmental
Permits, Compliances, and Clearances (Activity 8) ________26 2.5
Structures (Activities 9 – 18) (Not applicable to this project)
_____________27
2.6 Signing and Pavement Markings (Activities 19 & 20)
__________________27 2.7 Signalization (Activities 21 & 22)
__________________________________27 2.8 Lighting (Activities 23
& 24) (FPID 437762-1-32-01 Only) _____________28 2.9 Landscape
Architecture (Activities 25 & 26) (Not applicable to this
project) 28 2.10 Survey (Activity 27)
_____________________________________________29
2.11 Photogrammetry (Activity 28)
_____________________________________29
2.12 Mapping (Activity 29) (For FPID 437762-1-32-01 only)
________________30
2.13 Terrestrial Mobile LiDAR (Activity 30)
_____________________________30 2.14 Architecture (Activity 31)
(Not applicable to this project) _______________30
2.15 Noise Barriers (Activity 32) (Not applicable to this
project) ______________30 2.16 Intelligent Transportation Systems
(This effort is included in Activity 21) __30 2.17 Geotechnical
(Activity 35) ________________________________________31
2.18 3D Modeling (Activity 36) (Not applicable to this project)
______________31 2.19 Project Schedule
________________________________________________31
2.20 Submittals
_____________________________________________________32 2.21
Provisions for Work _____________________________________________39
2.22 Services to be Performed by the DEPARTMENT
______________________42
3 PROJECT COMMON AND PROJECT GENERAL TASKS _______________44
Project Common Tasks
________________________________________________44 Project General
Tasks _________________________________________________48 3.1
Public Involvement
_____________________________________________48
3.1.1 Community Awareness Plan
______________________________________48 3.1.2 Notifications
___________________________________________________48 3.1.3
Preparing Mailing Lists
__________________________________________51
3.1.4 Median Modification Letters (Not applicable to this
project) _____________54 3.1.5 Driveway Modification Letters
____________________________________54 3.1.6 Newsletters (Not
applicable to this project) ___________________________54 3.1.7
Renderings and Fly-Throughs (For FPID 437762-1-32-01 only)
__________54 3.1.8 PowerPoint Presentations (Not applicable to
project) ___________________54
3.1.9 Public Meeting Preparations (For FPID 437762-1-32-01 only)
___________54 3.1.10 Public Meeting Attendance and Follow-up (For
FPID 437762-1-32-01 only) 56
3.1.11 Other Agency Meetings
__________________________________________57 3.1.12 Web Site (For
FPID 437762-1-32-01 only) __________________________58 3.2 Joint
Project Agreements _________________________________________58 3.3
Specifications Package Preparation (To be Prepared during Plans
Update) __58 3.4 Contract Maintenance and Electronic Document
Management System (EDMS)60 3.5 Value Engineering (Multi-Discipline
Team) Review (Not applicable to this
project)
_______________________________________________________60
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-3
3.6 Prime Consultant Project Manager Meetings
_________________________60
3.7 Plans Update
__________________________________________________61
3.8 Post Design Services
____________________________________________61 3.9 Digital Delivery
________________________________________________63 3.10 Risk
Assessment Workshop (Not applicable to this project)
______________63 3.11 Railroad, Transit and/or Airport
Coordination_________________________63 3.12 Landscape and Existing
Vegetation Coordination (Not applicable to this
project)
_______________________________________________________63 3.13
Other Project General Tasks (Not applicable to this project)
_____________63
4 ROADWAY ANALYSIS
______________________________________________63 4.1 Typical
Section Package _________________________________________63 4.2
Pavement Type Selection Report (Not applicable to this project)
__________63
4.3 Pavement Design Package (To Be Provided By The DEPARTMENT)
_____63
4.4 Cross-Slope Correction
__________________________________________64
4.5 Horizontal/Vertical Master Design Files
_____________________________64 4.6 Access Management (For FPID
437762-1-32-01 only) _________________64
4.7 Roundabout Evaluation (Not applicable to this project)
_________________65 4.8 Roundabout Final Design Analysis (Not
applicable to this project) ________65 4.9 Cross Section Design
Files________________________________________66
4.10 Temporary Traffic Control Plan (TTCP) Analysis
_____________________66 4.11 Master TTCP Design Files
________________________________________66
4.12 Selective Clearing and Grubbing
___________________________________66 4.13 Tree Disposition Plans
___________________________________________67 4.14 Design
Variations and Exceptions __________________________________67
4.15 Design Report
_________________________________________________67 4.16 Quantities
_____________________________________________________69
4.17 Cost Estimate
__________________________________________________69 4.18 Technical
Special Provisions and Modified Special Provisions (Not
applicable
to this project)
_________________________________________________69 4.19 Other
Roadway Analyses (Not applicable to this project)
________________69
4.20 Field Reviews
__________________________________________________69
4.21 Monitor Existing Structures (For FPID 437762-1-32-01)
_______________69 4.22 Technical Meetings
_____________________________________________69 4.23 Quality
Assurance/Quality Control _________________________________70 4.24
Independent Peer Review (Not applicable to this
project)________________70 4.25 Supervision
____________________________________________________70
4.26 Coordination
___________________________________________________70
5 ROADWAY PLANS
_________________________________________________70
5.1 Key Sheet
_____________________________________________________71 5.2 Summary
of Pay Items Including Quantity Input ______________________71 5.3
Typical Section Sheets
___________________________________________71 5.4 General Notes/Pay
Item Notes _____________________________________71 5.5 Summary of
Quantities Sheets _____________________________________71 5.6
Project Layout _________________________________________________71
5.7 Plan/Profile Sheet (Not applicable to this project)
______________________71
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-4
5.8 Profile Sheet (Not applicable to this project)
__________________________71
5.9 Plan Sheet
_____________________________________________________71
5.10 Special Profile (Not applicable to this project)
________________________71 5.11 Back-of-Sidewalk Profile Sheet (Not
applicable to this project) ___________71 5.12 Interchange Layout
Sheet (Not applicable to this project)________________72 5.13 Ramp
Terminal Details (Plan View) (Not applicable to this project)
_______72 5.14 Intersection Layout Details (Not applicable to this
project) ______________72
5.15 Special Details
_________________________________________________72 5.16
Cross-Section Pattern Sheet(s) (Not applicable to this project)
____________72 5.17 Roadway Soil Survey Sheet(s)
_____________________________________72 5.18 Cross Sections
_________________________________________________72 5.19 Temporary
Traffic Control Plan Sheets ______________________________72
5.20 Temporary Traffic Control Cross Section Sheets (Not
applicable to this project)
_______________________________________________________72
5.21 Temporary Traffic Control Detail Sheets
____________________________72
5.22 Utility Adjustment Sheets
________________________________________72
5.23 Selective Clearing and Grubbing Sheet(s)
____________________________72 5.24 Tree Disposition Plan Sheet(s)
_____________________________________72 5.25 Project Network
Control Sheet(s) __________________________________72
5.26 Environmental Detail Sheets
______________________________________72 5.27 Utility Verification
Sheet(s) (SUE Data) _____________________________72
5.28 Quality Assurance/Quality Control
_________________________________73 5.29 Supervision
____________________________________________________73
6a DRAINAGE ANALYSIS
______________________________________________73
6a.1 Drainage Map Hydrology (For FPID 437762-1-32-01)
_________________74 6a.2 Base Clearance Calculations (Not
applicable to this project) _____________74
6a.3 Pond Siting Analysis and Report (Not applicable to this
project) __________74 6a.4 Design of Cross Drains (For FPID
437762-1-32-01) ___________________74
6a.5 Design of Ditches (Not applicable to this project)
______________________74 6a.6 Design of Stormwater Management
Facility (Offsite or Infield Pond) (Not
applicable to this project)
_________________________________________74
6a.7 Design of Stormwater Management Facility (Roadside
Treatment Swales and Linear Ponds) (Not applicable to this project)
_________________________74
6a.8 Design of Floodplain Compensation (Not applicable to this
project) _______74 6a.9 Design of Storm Drains (For FPID
437762-1-32-01) ___________________74 6a.10 Optional Culvert
Material ________________________________________75
6a.11 French Drain Systems (Not applicable to this project)
__________________75 6a.11a Existing French Drain Systems (Not
applicable to this project) ___________75 6a.12 Drainage Wells (Not
applicable to this project) ________________________75
6a.13 Drainage Design Documentation Report
_____________________________75 6a.14 Bridge Hydraulic Report (Not
applicable to this project) ________________75 6a.15 Temporary
Drainage Analysis (Not applicable to this project) ____________75
6a.16 Cost Estimate
__________________________________________________75
6a.17 Technical Special Provisions and Modified Special
Provisions (Not applicable to this project)
_________________________________________________75
6a.18 Hydroplaning Analysis (Not applicable to this project)
_________________75
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-5
6a.19 Existing Permit Analysis (Not applicable to this project)
________________75
6a.20 Other Drainage Analysis (Not applicable to this project)
________________75
6a.21 Field Reviews
__________________________________________________75 6a.22
Technical Meetings _____________________________________________75
6a.23 Environmental Look-Around Meetings (Not applicable to this
project) _____75 6a.24 Quality Assurance/Quality Control
_________________________________75 6a.25 Independent Peer Review
(Not applicable to this project)________________75
6a.26 Supervision
____________________________________________________75 6a.27
Coordination
___________________________________________________76
6b DRAINAGE PLANS
_________________________________________________76 6b.1 Drainage
Map (Including Interchanges) (For FPID 437762-1-32-01 only) __76
6b.2 Bridge Hydraulics Recommendation Sheets (Not applicable to
this project) _76
6b.3 Summary of Drainage Structures
___________________________________76
6b.4 Optional Pipe/Culvert Material
____________________________________76
6b.5 Drainage Structure Sheet(s) (Per Structure)
___________________________76 6b.6 Miscellaneous Drainage Detail
Sheets _______________________________76
6b.7 Lateral Ditch Plan/Profile (Not applicable to this project)
_______________76 6b.8 Lateral Ditch Cross Sections (Not applicable
to this project) _____________76 6b.9 Retention/Detention Pond
Detail Sheet(s) (Not applicable to this project) ___76
6b.10 Retention Pond Cross Sections (Not applicable to this
project) ___________76 6b.11 Erosion Control Plan Sheet(s)
_____________________________________76
6b.12 SWPPP Sheet(s)
________________________________________________76 6b.13 Quality
Assurance/Quality Control _________________________________76 6b.14
Supervision
____________________________________________________76
7 UTILITIES
_________________________________________________________76
7.1 Utility Kickoff Meeting
__________________________________________76 7.2 Identify Existing
Utility Agency Owner(s) ___________________________77 7.3 Make
Utility Contacts (To Be Conducted by the DEPARTMENT) ________77
7.4 Exception Processing
____________________________________________77 7.5 Preliminary
Utility Meeting _______________________________________77 7.6
Individual/Field Meetings
________________________________________77
7.7 Collect and Review Plans and Data from UAO(s)
_____________________78 7.8 Subordination of Easements Coordination
(To Be Conducted by the
DEPARTMENT) _______________________________________________78
7.9 Utility Design Meeting
___________________________________________78 7.10 Review Utility
Markups & Work Schedules and Processing of Schedules &
Agreements ___________________________________________________79
7.11 Utility Coordination/Follow-up
____________________________________79
7.12 Utility Constructability Review (To Be Conducted by the
DEPARTMENT) _79 7.13 Additional Utility Services (To be Included
via Supplemental Agreement) __79 7.14 Processing Utility Work by
Highway Contractor (UWHC) (To Be Conducted
by the DEPARTMENT) __________________________________________80
7.15 Contract Plans to UAO(s)
________________________________________80 7.16
Certification/Close-Out (To Be Conducted by the DEPARTMENT)
_______80 7.17 Other Utilities (Not applicable to this project)
_________________________80
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-6
8 ENVIRONMENTAL PERMITS, Compliance, and ENVIRONMENTAL
Clearances
__________________________________________________________80
8.1 Preliminary Project Research
______________________________________80 8.2 Field Work (Not
applicable to this project) ___________________________81 8.3
Agency Verification of Wetland Data (Not applicable to this
project) ______81 8.4 Complete and Submit All Required Permit
Applications ________________81 8.6 Prepare USCG Permit Sketches
(Not applicable to this project) ___________82
8.7 Prepare Water Management District or Local Water Control
District Right of Way Occupancy Permit Application (Not applicable
to this project) _______82
8.8 Prepare Coastal Construction Control Line (CCCL) Permit
Application (Not applicable to this project)
_________________________________________82
8.9 Prepare Tree Permit Information (Not applicable to this
project) __________82
8.10 Compensatory Mitigation Design (Not applicable to this
project) _________82 8.11 Mitigation Coordination and Meetings (Not
applicable to this project) _____82
8.12 Other Environmental Permits (Not applicable to this
project)_____________82
8.13 Technical Support to the DEPARMENT for Environmental
Clearances and
Re-evaluations (use when CONSULTANT provides technical support
only) 82 8.14 Preparation of Environmental Clearances and
Reevaluations (TO BE
PROVIDED BY THE DEPARTMENT) _____________________________83
8.15 Contamination Impact Analysis (Not applicable to this
project) ___________83 8.16 Asbestos Survey (Not applicable to this
project) _______________________83
8.17 Technical Meetings
_____________________________________________83 8.18 Quality
Assurance/Quality Control _________________________________83 8.19
Supervision
____________________________________________________83
8.20 Coordination
___________________________________________________83
9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND
DRAWINGS and task 9.1 – 9.16 are not applicable to this project.
___________83
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT and tasks 10.1 –
10.35
are not applicable to this project.
_______________________________________83
11 STRUCTURES - TEMPORARY BRIDGE and tasks 11.1 – 11.8 are not
applicable to this project.
_____________________________________________84
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE and tasks 12.1 –
12.28 are not applicable to this project.
_______________________________________84
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE and tasks 13.1 – 13.
55 are not applicable to this project.
_______________________________________84
14 STRUCTURES - STRUCTURAL STEEL BRIDGE and tasks 14.1 – 14.62
are not applicable to this project.
__________________________________________84
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE and tasks 15.1 –
15.77
are not applicable to this project.
_______________________________________84
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-7
16 STRUCTURES - MOVABLE SPAN and tasks 16.1 – 16.102 are not
applicable to
this project.
_________________________________________________________84
17 STRUCTURES - RETAINING WALL and tasks 17.1 – 17.21 are not
applicable to this project.
_______________________________________________________84
18 STRUCTURES - MISCELLANEOUS and tasks 18.1 – 18.35 are not
applicable to this project.
_______________________________________________________84
19 SIGNING AND PAVEMENT MARKING ANALYSIS
____________________84
19.1 Traffic Data Analysis
____________________________________________84 19.2 No Passing Zone
Study (For FPID 437756-1-32-01 only) _______________85 19.3
Reference and Master Design File
__________________________________85 19.4 Multi-Post Sign Support
Calculations _______________________________85
19.5 Sign Panel Design Analysis
_______________________________________85 19.6 Sign
Lighting/Electrical Calculations (Not applicable to this project)
______85 19.7 Quantities
_____________________________________________________85
19.8 Cost Estimate (Not applicable to this project)
_________________________85 19.9 Technical Special Provisions and
Modified Special Provisions (Not applicable
to this project)
_________________________________________________85 19.10 Other
Signing and Pavement Marking Analysis (Not applicable to this
project)85 19.11 Field Reviews
__________________________________________________85
19.12 Technical Meetings (Not applicable to this project)
____________________85 19.13 Quality Assurance/Quality Control
_________________________________85
19.14 Independent Peer Review (Not applicable to this
project)________________85 19.15 Supervision
____________________________________________________86 19.16
Coordination
___________________________________________________86
20 SIGNING AND PAVEMENT MARKING PLANS
________________________86
20.1 Key Sheet
_____________________________________________________86 20.2
Summary of Pay Items Including Designer Interface Quantity Input
(Not
applicable to this project)
_________________________________________86
20.3 Tabulation of Quantities
__________________________________________86 20.4 General Notes/Pay
Item Notes _____________________________________86 20.5 Project
Layout (Not applicable to this project)
________________________86
20.6 Plan Sheet
_____________________________________________________86 20.7
Typical Details (Not applicable to this project)
________________________86 20.8 Guide Sign Work Sheet(s)
________________________________________86 20.9 Traffic Monitoring
Site __________________________________________86 20.10 Cross
Sections (Not applicable to this project)
________________________86
20.11 Special Service Point Details (Not applicable to this
project) _____________86 20.12 Special Details (Not applicable to
this project) ________________________86
20.13 Interim Standards (Not applicable to this project)
______________________86 20.14 Quality Assurance/Quality Control
_________________________________86 20.15 Supervision
____________________________________________________87
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-8
21 SIGNALIZATION ANALYSIS
________________________________________87
21.1 Traffic Data Collection
__________________________________________87
21.2 Traffic Data Analysis
____________________________________________87 21.3 Signal Warrant
Study (Not applicable to this project) ___________________87 21.4
Systems Timings _______________________________________________87
21.5 Reference and Master Signalization Design File
_______________________87 21.6 Reference and Master Interconnect
Communication Design File (Not
applicable to this project)
_________________________________________87 21.7 Overhead Street
Name Sign Design _________________________________87 21.8 Pole
Elevation Analysis (Not applicable to this project)
_________________87 21.9 Traffic Signal Operation Report (Not
applicable to this project) __________87 21.10 Quantities
_____________________________________________________88
21.11 Cost Estimate (Not applicable to this project)
_________________________88 21.12 Technical Special Provisions and
Modified Special Provisions ___________88
21.13 Other Signalization Analysis
______________________________________88
21.14 Field Reviews
__________________________________________________88
21.15 Technical Meetings
_____________________________________________88 21.16 Quality
Assurance/Quality Control _________________________________88 21.17
Independent Peer Review (Not applicable to this
project)________________88
21.18 Supervision
____________________________________________________88 21.19
Coordination
___________________________________________________88
22 SIGNALIZATION PLANS
____________________________________________89 22.1 Key Sheet
_____________________________________________________89 22.2
Summary of Pay Items Including Designer Interface Quantity Input
(Not
applicable to this project)
_________________________________________89 22.3 Tabulation of
Quantities __________________________________________89
22.4 General Notes/Pay Item Notes
_____________________________________89 22.5 Plan Sheet
_____________________________________________________89
22.6 Interconnect Plans (Not applicable to this project)
_____________________89 22.7 Traffic Monitoring Site
__________________________________________89
22.8 Guide Sign Worksheet
___________________________________________89
22.9 Special Details
_________________________________________________89 22.10 Special
Service Point Details (Not applicable to this project)
_____________89 22.11 Mast Arm/Monotube Tabulation Sheet (Not
applicable to this project) _____89 22.12 Strain Pole Schedule (Not
applicable to this project) ___________________89 22.13 TCP Signal
(Temporary) (Not applicable to this project) ________________89
22.14 Temporary Detection Sheet (Not applicable to this project)
______________89 22.15 Utility Conflict Sheet (Not applicable to
this project) ___________________89 22.16 Interim Standards (Not
applicable to this project) ______________________89
22.17 Quality Assurance/Quality Control
_________________________________89 22.18 Supervision
____________________________________________________90
23 LIGHTING ANALYSIS
______________________________________________90 23.1 Lighting
Justification Report (Not applicable to this project)
_____________90 23.2 Lighting Design Analysis Report
___________________________________90 23.3 Aeronautical Evaluation
(Not applicable to this project) _________________90
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-9
23.4 Voltage Drop Calculations
________________________________________90
23.5 FDEP Coordination and Report (Not applicable to this
project) ___________91
23.6 Reference and Master Design Files
_________________________________91 23.7 Temporary Lighting (Not
applicable to this project) ____________________91 23.8 Design
Documentation ___________________________________________91 23.9
Quantities _____________________________________________________91
23.10 Cost Estimate (Not applicable to this project)
_________________________91
23.11 Technical Special Provisions and Modified Special
Provisions ___________91 23.12 Other Lighting Analysis (Not
applicable to this project) _________________91 23.13 Field Reviews
__________________________________________________91 23.14
Technical Meetings _____________________________________________91
23.15 Quality Assurance/Quality Control
_________________________________91
23.16 Independent Peer Review (Not applicable to this
project)________________91 23.17 Supervision
____________________________________________________91
23.18 Coordination
___________________________________________________92
24 LIGHTING PLANS
__________________________________________________92
24.1 Key Sheet
_____________________________________________________92 24.2
Summary of Pay Items Including Designer Interface Quantity Input
(Not
applicable to this project)
_________________________________________92
24.3 Tabulation of Quantities
__________________________________________92 24.4 General Notes/Pay
Item Notes _____________________________________92
24.5 Pole Data, Legend & Criteria
______________________________________92 24.6 Service Point Details
____________________________________________92 24.7 Project Layout
_________________________________________________92
24.8 Plan Sheet
_____________________________________________________92 24.9
Special Details
_________________________________________________92
24.10 Temporary Lighting Data and Details (Not applicable to
this project) ______92 24.11 Traffic Control Plan Sheets (Not
applicable to this project) ______________92
24.12 Interim Standards (Not applicable to this project)
______________________92 24.13 Quality Assurance/Quality Control
_________________________________92
24.14 Supervision
____________________________________________________92
25 LANDSCAPE ARCHITECTURE ANALYSIS and tasks 25.1 – 25.17 are
not applicable to this project.
_____________________________________________93
26 LANDSCAPE ARCHITECTURE PLANS and tasks 26.1 – 26.16 are not
applicable to this project.
_____________________________________________93
27 SURVEY
___________________________________________________________93
27.1 Horizontal Project Control (HPC) (To Be Provided by the
DEPARTMENT) _93 27.2 Vertical Project Control (VPC) (To Be Provided
by the DEPARTMENT) ___93
27.3 Alignment and/or Existing Right of Way (R/W) Lines
__________________93 27.4 Aerial Targets
__________________________________________________93 27.5 Reference
Points________________________________________________93 27.6
Topography/Digital Terrain Model (DTM) (3D)
_______________________93 27.7 Planimetric (2D)
________________________________________________94
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-10
27.8 Roadway Cross Sections/Profiles
__________________________________94
27.9 Side Street Surveys
_____________________________________________94
27.10 Underground
Utilities____________________________________________94 27.11
Outfall Survey (Not applicable to this project)
________________________94 27.12 Drainage Survey
________________________________________________94 27.13 Bridge
Survey (Minor/Major) (Not applicable to this project)
____________94 27.14 Channel Survey (Not applicable to this
project) _______________________94
27.15 Pond Site Survey (Not applicable to this project)
______________________94 27.16 Mitigation Survey (Not applicable to
this project) _____________________94 27.17 Jurisdiction Line
Survey (Not applicable to this project) ________________94 27.18
Geotechnical Support ____________________________________________94
27.19 Sectional/Grant Survey
__________________________________________94
27.20 Subdivision Location
____________________________________________94 27.21 Maintained R/W
(Not applicable to this project) _______________________94
27.22 Boundary Survey (Not applicable to this project)
______________________94
27.23 Water Boundary Survey (Not applicable to this project)
_________________95
27.24 Right of Way Staking, Parcel / Right of Way Line (FPID
437762-1-32-01 only)
_________________________________________________________95
27.25 Right of Way Monumentation (FPID 437762-1-32-01 only)
_____________95
27.26 Line Cutting (Not applicable to this project)
__________________________95 27.27 Work Zone Safety
______________________________________________95
27.28 Miscellaneous Surveys (FPID 437762-1-32-01)
_______________________95 27.29 Supplemental Surveys (Not
applicable to this project) __________________95 27.30 Document
Research (To Be Provided by the CONSULTANT) ___________95
27.31 Field Review
__________________________________________________95 27.32
Technical Meetings
_____________________________________________96
27.33 Quality Assurance/Quality Control (QA/QC)
_________________________96
27.34 Supervision
____________________________________________________96
27.35 Coordination
___________________________________________________96
28 PHOTOGRAMMETRY
______________________________________________96
28.1 Flight Preparation
_______________________________________________96
28.2 Control Point Coordination
_______________________________________96 28.3 Mobilization
___________________________________________________96 28.4 Flight
Operations _______________________________________________97 28.5
Film Processing ________________________________________________97
28.6 Photo Products
_________________________________________________97
28.7 Scanning
______________________________________________________97 28.8 LiDAR
_______________________________________________________97 28.9
Aerial Triangulation
_____________________________________________97
28.10 Surfaces
______________________________________________________97 28.11
Ortho Generation _______________________________________________97
28.12 Rectified Digital Imagery (Georeferenced)
___________________________97 28.13 Mosaicking
____________________________________________________97
28.14 Sheet Clipping
_________________________________________________97 28.15
Topographics __________________________________________________97
28.16 Planimetrics (2D)
_______________________________________________98
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-11
28.17 Drainage Basin
_________________________________________________98
28.18 CADD Edit
____________________________________________________98
28.19 Data Merging
__________________________________________________98 28.20
Miscellaneous __________________________________________________98
28.21 Field Review
__________________________________________________98 28.22
Technical Meetings _____________________________________________98
28.23 Quality Assurance/Quality Control
_________________________________98
28.24 Supervision
____________________________________________________98 28.25
Coordination
___________________________________________________98
29 MAPPING (For FPID 437762-1-32-01 only)
______________________________98 Master CADD File
____________________________________________________99 29.1
Alignment
_____________________________________________________99
29.2 Section and 1/4 Section Lines
_____________________________________99
29.3 Subdivisions / Property Lines
_____________________________________99
29.4 Existing Right of Way
___________________________________________99 29.5 Topography
___________________________________________________99
29.6 Parent Tract Properties and Existing Easements
_______________________99 29.7 Proposed Right of Way Requirements
_______________________________99 29.8 Limits of Construction
___________________________________________99
29.9 Jurisdictional/Agency Lines
_______________________________________99 Sheet Files
_________________________________________________________100
29.10 Control Survey Cover Sheet (Not applicable to this
project) ____________100 29.11 Control Survey Key Sheet (Not
applicable to this project) ______________100 29.12 Control Survey
Detail Sheet (Not applicable to this project) ____________100
29.13 Right of Way Map Cover Sheet (Not applicable to this
project) __________100 29.14 Right of Way Map Key Sheet
____________________________________100
29.15 Right of Way Map Detail Sheet
___________________________________100 29.16 Maintenance Map Cover
Sheet (Not applicable to this project) __________100
29.17 Maintenance Map Key Sheet (Not applicable to this project)
____________100 29.18 Maintenance Map Detail Sheet (Not applicable
to this project) __________100
29.19 Reference Point Sheet
__________________________________________100
29.20 Project Network Control Sheet
___________________________________100 29.21 Table of Ownerships
Sheet ______________________________________100 Miscellaneous
Surveys and Sketches _____________________________________100 29.22
Parcel Sketches________________________________________________100
29.23 TIITF Sketches (Not applicable to this project)
_______________________100
29.24 Other Specific Purpose Survey(s) (Not applicable to this
project) ________100 29.25 Boundary Survey(s) Map (Not applicable
to this project) _______________100 29.26 Right of Way
Monumentation Map (To Be Provided During Post Design) _100
29.27 Title Search Map
______________________________________________100 29.28 Title
Search Report ____________________________________________101 29.29
Legal Descriptions _____________________________________________101
29.30 Final Map/Plans Comparison
_____________________________________101
29.31 Field Reviews
_________________________________________________101 29.32
Technical Meetings ____________________________________________101
29.33 Quality Assurance/Quality Control
________________________________101
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-12
29.34 Supervision
___________________________________________________101
29.35 Coordination
__________________________________________________101
29.36 Supplemental Mapping
_________________________________________101
30 TERRESTRIAL MOBILE LiDAR
____________________________________101 30.1 Terrestrial Mobile
LiDAR Mission Planning ________________________101 30.2 Project
Control Point Coordination ________________________________101 30.3
Terrestrial Mobile LiDAR Mobilization
____________________________102
30.4 Terrestrial Mobile LiDAR Mission
________________________________102 30.5 Terrestrial Mobile LiDAR
Processing ______________________________102 30.6 Terrestrial
Mobile Photography Processing __________________________102 30.7
Transformation / Adjustment
_____________________________________102 30.8 Classification /
Editing __________________________________________102
30.9 Specific Surface Reporting
______________________________________102
30.10 Topographic (3D) Mapping
______________________________________102
30.11 Topographic (2D) Planimetric Mapping
____________________________103 30.12 CADD Edits
__________________________________________________103
30.13 Data Merging
_________________________________________________103 30.14
Miscellaneous _________________________________________________103
30.15 Field Reviews
_________________________________________________103
30.16 Technical Meetings
____________________________________________103 30.17 Quality
Assurance/ Quality Control ________________________________103
30.18 Supervision
___________________________________________________103 30.19
Coordination
__________________________________________________103
31 ARCHITECTURE DEVELOPMENT and tasks 31.1 – 31.143 are not
applicable
to this project.
______________________________________________________103
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN PHASE
and tasks 32.1 – 32.9 are not applicable to this project.
_____________103
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS and tasks 33.1
–
33.21 are not applicable to this project.
_________________________________103
34 INTELLIGENT TRANSPORTATION SYSTEM PLANS and tasks 34.1 –
34.21 are not applicable to this project.
______________________________________104
35 GEOTECHNICAL
__________________________________________________104 35.1 Document
Collection and Review _________________________________104 35.2
Develop Detailed Boring Location Plan
____________________________105
35.3 Stake Borings/Utility Clearance
___________________________________106 35.4 Muck Probing
_________________________________________________106 35.5
Coordinate and Develop MOT Plans for Field Investigation
____________106 35.6 Drilling Access Permits
_________________________________________106
35.7 Property Clearances
____________________________________________106 35.8 Groundwater
Monitoring ________________________________________106 35.9 LBR /
Resilient Modulus Sampling ________________________________106
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-13
35.10 Coordination of Field Work
______________________________________106
35.11 Soil and Rock Classification - Roadway
____________________________107
35.12 Design LBR
__________________________________________________107 35.13
Laboratory Data _______________________________________________107
35.14 Seasonal High Water Table (Not applicable to this project)
_____________108 35.15 Parameters for Water Retention Areas (Not
applicable to this project)_____108 35.16 Delineate Limits of
Unsuitable Material (Not applicable to this project) ___108
35.17 Electronic Files for Cross-Sections
________________________________108 35.18 Embankment Settlement and
Stability (Not applicable to this project) _____108 35.19 Monitor
Existing Structures ______________________________________108 35.20
Stormwater Volume Recovery and/or Background Seepage Analysis
(Not
applicable to this project)
________________________________________108
35.21 Geotechnical Recommendations
__________________________________108 35.22 Pavement Condition
Survey and Pavement Evaluation Report (To Be Provided
by The DEPARTMENT)
________________________________________108
35.23 Preliminary Roadway Report
_____________________________________108
35.24 Final Report
__________________________________________________109 35.25 Auger
Boring Drafting __________________________________________110 35.26
SPT Boring Drafting
___________________________________________110
35.27 Develop Detailed Boring Location Plan (Not applicable to
this project) ___110 35.28 Stake Borings/Utility Clearance (Not
applicable to this project)__________110
35.29 Coordinate and Develop MOT Plans for Field Investigation
(Not applicable to this
project)___________________________________________________110
35.30 Drilling Access Permits (Not applicable to this project)
________________110
35.31 Property Clearances (Not applicable to this project)
___________________110 35.32 Collection of Corrosion Samples (Not
applicable to this project) _________110
35.33 Coordination of Field Work (Not applicable to this
project) _____________110
35.34 Soil and Rock Classification – Structures (Not applicable
to this project) __110
35.35 Tabulation of Laboratory Data (Not applicable to this
project) ___________110 35.36 Estimate Design Groundwater Level for
Structures (Not applicable to this
project)
______________________________________________________110 35.37
Selection of Foundation Alternatives (BDR) (Not applicable to this
project) 111 35.38 Detailed Analysis of Selected Foundation
Alternate(s) (Not applicable to this
project)
______________________________________________________111 35.39
Bridge Construction and Testing Recommendations (Not applicable to
this
project)
______________________________________________________111
35.40 Lateral Load Analysis (Optional) (Not applicable to this
project) ________111 35.41 Walls (Not applicable to this project)
______________________________111 35.42 Sheet Pile Wall Analysis
(Optional) (Not applicable to this project) ______111 35.43 Design
Soil Parameters for Signs, Signals, High Mast Lights, and Strain
Poles
and Geotechnical Recommendations (Not applicable to this
project) ______111 35.44 Box Culvert Analysis (Not applicable to
this project) __________________111 35.45 Preliminary Report – BDR
(Not applicable to this project) ______________111
35.46 Final Report - Bridge and Associated Walls (Not applicable
to this project) 111 35.47 Final Reports - Signs, Signals, Box
Culvert, Walls, and High Mast Lights (Not
applicable to this project)
________________________________________111
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-14
35.48 SPT Boring Drafting (Not applicable to this project)
__________________111
35.49 Other Geotechnical (Not applicable to this project)
___________________111
35.50 Technical Special Provisions and Modified Special
Provisions (Not applicable to this project)
________________________________________________111
35.51 Field Reviews
_________________________________________________111 35.52
Technical Meetings ____________________________________________111
35.53 Quality Assurance/Quality Control
________________________________111
35.54 Supervision
___________________________________________________111 35.55
Coordination
__________________________________________________111
36 3D MODELING and tasks 36.1 – 36.9 are not applicable to this
project. _____112
37 PROJECT REQUIREMENTS
________________________________________112 37.1 Liaison
Office_________________________________________________112
37.2 Key Personnel
________________________________________________112 37.3 Progress
Reporting _____________________________________________112
37.4 Correspondence
_______________________________________________112 37.5
Professional Endorsement
_______________________________________112
37.6 Computer Automation
__________________________________________112 37.7 Coordination
with Other Consultants_______________________________113 37.8
Optional Services
______________________________________________113
38 INVOICING LIMITS
_______________________________________________113
39 PROJECT COST ACCOUNTING – FOR DISTRICTWIDE / TASK DRIVEN
CONTRACTS (Not Applicable for this Project/ Contract)
_________________113
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-15
SCOPE OF SERVICES FOR CONSULTING ENGINEERING SERVICES
HIGHWAY DESIGN
This Exhibit forms an integral part of the agreement between the
State of Florida Department of
Transportation (hereinafter referred to as the DEPARTMENT or
FDOT) and leave blank until
CONSULTANT is selected (hereinafter referred to as the
CONSULTANT) relative to the
transportation facility described as follows:
Financial Project ID: 437756-1-32-01
Federal Aid Project No.: N/A
County Section No.: 59110000
Description: SR 30 (US 98) from East of SR 61 (US 319) to West
of
Wakulla River Bridge
County: Wakulla
Context Classification: C3C- Suburban Commercial
(0.293-0.510)
C2- Rural (0.510-1.851) & (2.337-9.612)
C3R-Suburban Residential (1.851-2.337)
Financial Project ID: 437762-1-32-01
Federal Aid Project No.: N/A
County Section No.: 46040000
Description: SR 75 (US 231) Harrison Avenue from SR 30 (US
98B)
6th Street to SR 30A (US 98) 15th Street
County: Bay
Context Classification: C4-Urban
1 PURPOSE
The purpose of this Exhibit is to describe the scope of work and
the responsibilities of the
CONSULTANT and the DEPARTMENT in connection with the design and
preparation of a
complete set of construction contract documents and incidental
engineering services, as
necessary, for improvements to the transportation facility
described herein.
▪ Major work mix include: RESURFACING
▪ Major work groups include: 3.1
▪ Minor work groups include: 7.1, 7.2, 7.3, 8.1, 8.2, 8.3, 8.4,
9.1, 9.2
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
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-16
components. These Contract documents will be used by the
DEPARTMENT or its
Construction Engineering Inspection (CEI) representatives for
inspection and final
acceptance of the project. The CONSULTANT shall follow a systems
engineering process
to ensure that all required project components are included in
the development of the
Contract documents and the project can be built as designed and
to specifications.
The Scope of Services establishes which items of work in the
Plans Preparation Manual and
other pertinent manuals are specifically prescribed to
accomplish the work included in this
contract, and also indicate which items of work will be the
responsibility of the
CONSULTANT and/or the DEPARTMENT.
The CONSULTANT shall be aware that as a project is developed,
certain modifications
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.
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-17
Financial Project ID: 437756-1-32-01, SR 30 (US 98)
This 3R project primarily consists of resurfacing SR 30 (US 98)
from East of SR 61 (US
319) to West of Wakulla River Bridge. Existing travel lanes,
auxiliary lanes, and paved
shoulders will be resurfaced. The typical section from the
beginning of the project at
Section 59110000, CMP 0.293-1.642 and from CMP 1.931-9.612
consists of two 12′ travel
lanes and two 11′ shoulders (4′ paved). The typical section from
CMP 1.642-1.931
consists of two 13′ travel lanes, two 11′ shoulders (4′ paved),
and one 12′ paved median.
No additional right-of-way will be required.
The multi-use path adjacent to SR 30, locally known as the
Coastal Trail, was completed
in June 2018. The multi-use path will not require resurfacing as
a function of this project.
All existing driveways along the multi-use path from the
pavement edge of SR 30 (US 98)
to the pavement edge of the multi-use path will be paved.
The CONSULTANT shall review all existing right turn lanes and
provide keyholes for
bicyclists where right-of-way allows. The right turn lanes are
currently located at the
intersection with Wildwood Drive (CMP 1.851) and at the turnout
for Wildwood Golf and
RV Park (CMP 2.157).
SR 30 has been designated as a “Hurricane Evacuation Route”.
One (1) flashing beacon exists within the project limits. This
signal is located at the
intersection with CR-365/Spring Creek Highway (CMP 4.990). The
CONSULTANT shall
review the need for a north/south pedestrian crossing at this
location and provide
recommendations to the DEPARTMENT.
No bridges exist within the project limits.
Per the FDOT Traffic Operations Office and the Roadway
Characteristics Inventory
(RCI) Database, the posted (justified) speed limit on SR 30 is
45 mph at the beginning of
the project and increases to 55 mph at CMP 0.488. This posted
speed (55 mph) is
maintained until CMP 2.596 where the posted speed increases to
60 mph. At CMP 4.611,
the posted speed decreases from 60 mph to 55 mph until CMP
4.801, where the speed
decreases to 45 mph. This posted speed (45 mph) is maintained
until CMP 5.179 where
the posted speed increases to 55 mph. At CMP 5.369, the posted
speed increases to 60
mph. This posted speed (60 mph) is maintained until CMP 9.595
where the posted speed
decreases to 55mph and is carried through the end of the
project. Initial field
observations of the posted speed limit agree with the RCI
Database. Any contradictions to
the posted (justified) speeds described above (found posted in
the field, or proposed by
CONSULTANT) will require close coordination with the
DEPARTMENT’s Design
Project Manager and approval from the FDOT Traffic Operations
Office on the project’s
Typical Section Package.
COORDINATION REQUIREMENTS: This project should be coordinated
with all
adjacent County, State or private projects, including the
following known projects:
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-18
1) FPID 220495-4-32-03– FDOT Project – Capacity project to
4-lane SR 61 (US 319) from SR 30 (US 98) to Lost Creek Bridge.
Phase I design plans have been completed
for this project and have been “shelved” awaiting construction
funds. The
DEPARTMENT’s Project Manager for FPID 220495-4-32-03 is Ms.
Sandra Lamb,
PE, Atkins, (850-638-2288).
The entrance to Wakulla High School is located on the east side
of SR 30 at
approximately CMP 0.293. The entrance to Wakulla Middle School
is located on the west
side of SR 30 at the intersection with Wildwood Drive at
approximately CMP 1.851. The
CONSULTANT shall remain cognizant of this project’s impacts to
the access at these
locations. Additional coordination requirements may be necessary
to ensure that the
school needs are met.
SPECIFIC EXCLUSIONS: This project has been discussed with
District Three
Management and the following project specific exclusions were
identified:
1. Resurfacing of the Coastal Trail that was completed in June
2018 adjacent to SR
30.
Any necessary Geotechnical efforts associated with widening the
right turn lanes will be
provided by the CONSULTANT for this project.
Financial Project ID: 437762-1-32-01, SR 75 (US 231) Harrison
Avenue
This 3R project primarily consists of resurfacing SR 75 (US 231)
Harrison Avenue from
SR 30 (US 98B) 6th Street to SR 30A (US 98) 15th Street.
Existing travel lanes, auxiliary
lanes, on-street parking, and paved shoulders will be
resurfaced. The typical section
throughout the project limits consists of four 11′ travel lanes,
2′ curb and gutter, and one
12′ paved median/turn lane. There is on-street parking from CMP
0.206-0.545 and from
CMP 0.827-1.037. Additional right-of-way will be required for
the drainage work at 14th
Street.
There are historical drainage issues within the project limits
at the intersection with 14th
Street (CMP 0.994). The CONSULTANT shall evaluate the existing
drainage system
along SR 75 (US 231/Harrison Ave) in the vicinity of 14th Street
and provide
recommendations to the DEPARTMENT to resolve the drainage issues
at this location.
Reference SR 75 (Harrison Avenue) Basin Study dated March 31,
2019.
SR 75 is a designated Strategic Intermodal System (SIS)
connector facility. The
CONSULTANT shall be responsible for identifying and obtaining
any Design Variations
needed for deviating from SIS criteria.
Three (3) fully actuated signalized intersections exist within
the project limits. The
signals are located at the intersections with 7th Street (CMP
0.125), CR-28/11th Street
(CMP 0.620), and 12th Street (CMP 0.749). The traffic detector
loops on SR 75 that are
impacted by the resurfacing operation will be replaced. The
CONSULTANT shall review
and coordinate with the DEPARTMENT (and the local maintaining
agency as necessary)
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-19
to determine whether video detection should be implemented at
any of the signalized
intersections. Other anticipated signal work throughout the
project includes
reconstructing pedestrian detectors and signal heads to meet
Americans with Disabilities
Act (ADA) access requirements.
Pedestrian lighting will be provided for the crossings at all
(3) signalized intersections and
at the mid-block crossing at 13th Street.
A Telemetered Traffic Monitoring Site (TTMS) exists at
approximately CMP 0.458. The
traffic detector loops and axle sensors will be reconstructed in
this project where impacted
by the resurfacing operation.
The CONSULTANT shall identify and protect existing ITS
infrastructure. Coordination with the DEPARTMENT’s Traffic
Operations office and Bay County’s ITS office will be required to
determine any enhancements or impacts to the ITS system. Reference
Section 2.16 for project specific ITS requirements that include a
PTZ camera at 11th Street.
Numerous ADA improvements to existing pedestrian features will
be included in this
project. These improvements will consist of repairing deficient
sidewalk,
replacing/retrofitting non-compliant curb ramps, meeting clear
space requirements, and
upgrading pedestrian signal features. There are numerous
locations where curb inlet tops
are creating tripping hazards. Bus Stop locations shall be
assessed for access needs and
landings constructed where appropriate. The need to install,
upgrade, or remove
pedestrian handrail shall be considered throughout. The
CONSULTANT shall assess
every signalized intersection and provide a revised design,
where necessary to provide
pedestrian crossing on all legs. An ADA Survey Report will be
required. See Section
4.15.
There are existing palm trees within the project limits that are
creating clear space
violations along the sidewalk. The CONSULTANT shall review each
location and provide
a recommendation to the DEPARMENT’s Design Project Manager. The
CONSULTANT
may be required to coordinate with property owners at these
locations. The
CONSULTANT shall provide survey services necessary to identify
the referenced trees
within the limits of the existing sidewalk. See Section 27.28
for additional information.
No bridges exist within the project limits.
Per the FDOT Traffic Operations Office and the Roadway
Characteristics Inventory
(RCI) Database, the posted (justified) speed limit on SR 75 is
30 mph throughout the
project limits. Initial field observations of the posted speed
limit agree with the RCI
Database. Any contradictions to the posted (justified) speeds
described above (found
posted in the field, or proposed by CONSULTANT) will require
close coordination with
the DEPARTMENT’s Design Project Manager and approval from the
FDOT Traffic
Operations Office on the project’s Typical Section Package.
COORDINATION REQUIREMENTS: This project should be coordinated
with all
adjacent County, State or private projects, including the
following known projects:
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-20
1) FPID 217910-4-32-01 – FDOT Project – Multilane project to
six-lane SR 75 (US 231) from SR 30A (US 98) 15th Street to South of
Pipe Line Road. This project is scheduled
to let for construction in FDOT Fiscal Year 2024. Reference FPID
217910-7-52-01
for the construction phase of this project. The DEPARTMENT’s
Design Project
Manager for FPID 217910-4 is Ms. Jessica Golema, PE
(850-638-2288).
2) FPID 437368-1-32-01 – FDOT Project – Resurfacing SR 30 (US
98B) from SR 30A (US 98) to West of SR 75 (US 231) Harrison Ave.
This project is scheduled to let for
construction in FDOT Fiscal Year 2021. The DEPARTMENT’s Project
Manager for
FPID 437368-1-32-01 is Ms. Jessica Golema, PE, Atkins,
(850-638-2288).
3) FPID 444330-1-32-01 – FDOT Project - Pedestrian lighting
retrofits at all signalized intersections on SR 30 (US 98) from
College Ent/Exit to Ivy Road. This project was
designed through FDOT and will be constructed through a Joint
Participation
Agreement with Gulf Power in FDOT Fiscal Year 2020. The
DEPARTMENT’s
Design Project Manager for FPID 444330-1-32-01 is Mr. James
Duvall, HNTB, (850-
330-1564).
Bay County High School and Tommy Oliver Stadium are located on
the east side of SR 75
at approximately CMP 0.749 and CMP 0.873, respectively. The
CONSULTANT shall
remain cognizant of this project’s impacts to the access at
these locations. Additional
coordination requirements may be necessary to ensure that the
school and stadium needs
are met.
SPECIFIC EXCLUSIONS: This project has been discussed with
District Three
Management and no project specific exclusions have been
identified at this time.
Any necessary Geotechnical efforts required for the drainage
reconstruction at 14th Street
will be provided by the CONSULTANT for this project.
ALL PROJECTS:
The CONSULTANT shall take a practical approach to all projects
by identifying cost
savings on any/all phases of a project (design, right-of-way
acquisition, and
construction).
The CONSULTANT shall coordinate with District Planning Office to
determine if the
traffic detector loops at existing Portable Traffic Monitoring
Sites (PTMS) are to be
reinstalled or if the sites are to be removed.
Any sideroad turnouts identified as having substandard radii or
showing signs of off-
tracking shall be reviewed by the CONSULTANT to determine if
improvements are
feasible. Recommendations for radius reconstruction should be
discussed with the
DEPARMENT’s Design Project Manager.
All guardrail (including guardrail end anchorage assemblies and
connections to bridge
rail) shall be evaluated for conformance to FDOT Standards for
type, height, and offset to
the travel lanes and hazards. Existing guardrail shall be
evaluated to determine if the
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-21
length of advancement meets FDOT Standards. The guardrail should
be extended if
required.
It is the DEPARTMENT’s desire to make every effort to avoid
impacts to trees within the
project limits. The CONSULTANT shall be cognizant of the limits
of construction and
any work activities that may pose a threat to existing trees or
their root systems. Any tree
impacts perceived to be unavoidable shall be closely reviewed
with the DEPARTMENT’s
Design Project Manager who will in turn review with other
DEPARTMENT staff as
appropriate. When there is the potential to impact trees, the
CONSULTANT shall be
prepared to provide and present alternate design scenarios with
corresponding cost
estimates and implications (drainage, utilities, etc.) when
requested.
Features installed on FDOT R/W by non-FDOT, private entities
should be considered by
the CONSULTANT as they relate to potential impacts. Within these
project limits,
landscaping, irrigation, signs, mailboxes, etc. are expected to
be encountered and
potentially impacted by construction activities. No specific
features have been identified
within these project limits at this time; however, the
construction plans must address the
course of action for coordination should features be
identified.
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: FPID 437756-1-32-01 will have a Community
Awareness Plan (CAP) Level I, without a Public Information
Meeting/Workshop.
FPID 437762-1-32-01 will have a Community Awareness Plan (CAP)
Level II, including a Public Information Meeting/Workshop. The
CONSULTANT shall create project specific .shtm files immediately
prior to each Public Information Meeting/Workshop and Public
Hearing to be posted by the DEPARTMENT to the NWFLRoads.com web
site. See Section 3.1.12 for specific requirements.
Other Agency Presentations/Meetings: Project updates will be
provided to the Local Municipalities and any affected regional
MPO/TPO organization for the project as described in Section
3.1.2.
For FPID 437756-1-32-01, A pre-Phase I (30%) coordination
meeting shall be held with representatives of the Capital Region
Transportation Planning Agency (CRTPA) and City of Tallahassee
Planning/Engineering. Coordinate this meeting with the FDOT Urban
Liason.
Joint Project Agreements: A Joint Participation Agreement with
Gulf Power is anticipated for the pedestrian lighting at signalized
intersections and mid-block crossings within the limits of FPID
437762-1-32-01. Section 3.2 provides additional guidance.
Maintenance Agreement: N/A
Project Agreement: N/A
https://urldefense.proofpoint.com/v2/url?u=http-3A__NWFLRoads.com&d=DgQFAg&c=cUkzcZGZt-E3UgRE832-4A&r=FTLBLBGcuMMtntCHJphuSkm49kaIP7CqAvuTuZntZdk&m=ywIlYceMd81L4Z_w92JoIi-rNOGVTuQqkpK4OCpz1GM&s=WKzSuL1_NOMp5yn_5DqhE-qAa1WOEUq62iN6eC2VL8c&e=
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-22
Offsite Detour Approval Form and Plan: N/A
Lane Closure(s) During Design Phase Approval: If a lane closure
is anticipated for any purpose during the design phase of a project
(i.e., survey, geotechnical investigation, pavement coring, etc.)
the CONSULTANT shall provide the DEPARTMENT’s Design Project
Manager with all the necessary project/task related information in
a memo form to pursue approval from the District Design Office.
Needed information includes 1) the location of the lane closure, 2)
the scope of work at the location, 3) the duration of closure, 4)
when (date/time) that the work is requested to be performed, 5)
Google Earth *.kmz file(s) of the location(s), and 6) Temporary
Traffic Control Plans. The approval must be received before the
specified work can commence.
Specification Package Preparation: To be negotiated and
completed during the Plans Update phase. See the requirements
described in Sections 3.3 & 3.7.
Value Engineering: N/A
Risk Assessment Workshop: N/A
Plan Type: The CONSULTANT shall provide only the roadway and/or
structures plans and miscellaneous details necessary to construct
this project. The DEPARTMENT’s intent is to minimize the design and
survey effort where possible. The CONSULTANT shall develop and sign
and seal the plans electronically in accordance with Sections 3.9
& 37.5.
Typical Section: Refer to Section 2.0 for typical section
information.
Resurfacing Limits: For FPID 437756-1, SR 30 will be resurfaced
from the visible pavement change east of SR 61 at the Wakulla
School Entrance (Section 59110000, CMP 0.293) to the pavement
change south of MLK Jr. Memorial Blvd, west of the Wakulla River
Bridge (CMP 9.612). In addition, there is a 10' wide asphalt
multi-use path adjacent to the project that extends through the
entire project length. This trail was constructed in 2018 and will
not be resurfaced at this time.
For FPID 437762-1, SR 75 will be resurfaced from the visible
pavement change on the north side of the intersection with SR 30
(US 98B) 6th Street (Section 46040000, CMP 0.011) to the pavement
change south of SR 30A (US 98) 15th Street (CMP 1.109).
Right-of-Way: Right-of-way (R/W) acquisition will be required
for FPID 437762-1-32-01 for drainage improvements at 14th Street.
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 these projects. Two (2) pavement designs are anticipated for
this project. One (1) for the urban section and one (1) for the
rural section. The CONSULTANT may have to provide milling/paving
details if necessary to prevent build-up of asphalt in the
gutters.
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-23
All excess milled asphalt not used by the Contractor in the
resurfacing mix is to become the property of the Contractor.
Pavement Type Selection Report(s): N/A
Cross Slope: There have been no cross-slope deficiencies
identified in this project at this time. As early as possible, the
collected survey data along this project shall be analyzed by the
CONSULTANT to determine if minimum and maximum cross slope
requirements are met throughout the project limits. Once the
determination is made that cross-slope correction will be
implemented, the CONSULTANT must determine if any additional survey
is required to provide an adequate design and accurate quantities.
The CONSULTANT will coordinate with the DEPARTMENT’s Design Project
Manager and the District Survey Office to determine how much
additional survey is required and what is the most economical
method of obtaining the additional data. The CONSULTANT shall then
review the cross sections with the District Construction Office and
the District Bituminous Engineer to determine the method of
correction (variable depth milling or overbuild) and the
details/tables required. A proposed design for cross slope
correction must be included in the Phase II Plans.
Access Management Classification:
For FPID 437756-1-32-01 the Access Management Classification is
04.
For FPID 437762-1-32-01, the Access Management Classification is
06.
The only Access Management improvements identified at this time
consist of potential driveway closures or modifications to improve
pedestrian or vehicular access and safety based on crash history.
Abandoned driveway closures and modifications should be considered
if the closure will improve pedestrian access and ADA compliancy.
No specific locations have been identified to focus this effort;
however, the CONSULTANT will be responsible for reviewing the
available crash history and coordinating with the DEPARTMENT and
local government contacts to identify any locations that may
warrant further study or improvements. The CONSULTANT is to be
aware that only a minimal amount of access management work (if any)
will be considered for this 3R project.
All recommendations for access management improvements are to be
closely coordinated with the DEPARTMENT’s Design Project Manager.
The CONSULTANT shall be aware that certain proposed deviations from
access management and median opening spacing standards must be
presented to the District Access Management Review Committee
(AMRC)(see also Sections 3.1.4 and 4.6). At a minimum, non-typical
access management, driveway, and median opening issues that cannot
be resolved by standard review processes at the District Design
Office level, as well as proposed full movement median openings not
meeting the spacing standards in Rule Chapter 14-97, F.A.C by a
threshold of 10% or more shall be taken to the AMRC for review.
Transit Route Features: In FPID 437762-1-32-01, there is a
Greyhound Bus Depot at approximately CMP 0.427. There are also Bay
Towne Trolley routes that run
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-24
throughout the project limits.
Major Intersections/Interchanges: N/A
Roadway Alternative Analysis: N/A
Level of TTCP Plans: The CONSULTANT shall provide a TTCP Level
I.
Temporary Traffic Control Plans (TTCP) will be required for this
project. The FDOT Standard Plans, 102 series, should be utilized
for all work being performed on or adjacent to existing roadways. A
reduction in the number of lanes will require that a lane closure
analysis be performed by the CONSULTANT. See Section 4.10 for
further guidance.
SR 30 (FPID 437756-1-32-01) has been designated as a “Hurricane
Evacuation Route”. All lanes must be open for traffic within 12
hours of a hurricane evacuation notice and shall remain open for
the duration of the event as directed by the Project
Administrator.
Consideration must also be given to the movement and safety of
pedestrian and bicycle traffic during construction.
All four lanes must remain open to traffic during the drainage
improvements at 14th Street in FPID 437762-1-32-01.
The TTCP must also address any efforts needed in conjunction
with the Bay Towne Trolley routes and stops, and the Greyhound Bus
Depot.
Temporary Signals: N/A
Temporary Lighting: N/A
Temporary Drainage: N/A
Design Variations/Exceptions:
The CONSULTANT should review all existing features within the
project limits
for a functional design that will meet FDOT design standards and
make a
determination whether a Design Variation or Exception is
appropriate.
Conditions may be identified during design that may warrant
design variations or
exceptions. The CONSULTANT is to submit the requests for
Variations and
Exceptions to the DEPARTMENT as early as possible for approval
in order to
minimize potential schedule delays. The CONSULTANT is to be
aware that
omitting certain work items may require approval at the District
Director level (see
FDM 114.1.1). The CONSULTANT will coordinate with the
DEPARTMENT’s
Project Manager to obtain this approval.
Back of Sidewalk Profiles: N/A
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-25
Selective Clearing and Grubbing: N/A
2.2 Drainage (Activities 6a and 6b)
System Type: FPID 437756-1, SR 30, has an open drainage system
throughout the project limits.
Minimal drainage improvements are anticipated including
constructing mitered end sections, repairing inlets, and
constructing or repairing concrete ditch pavement.
A number of sidedrains have broken mitered end section. Every
location should be reviewed and any broken mitered end that is
creating a safety hazard should be reconstructed.
FPID 437762-1, SR 75, has a closed drainage system throughout
the project limits. There are historical drainage issues at the
intersection of 14th Street (CMP 0.994). The CONSULTANT shall
evaluate the existing drainage system along SR 75 (US 231/Harrison
Ave) in the vicinity of 14th Street and provide recommendations to
the DEPARTMENT to resolve the drainage issues at this location.
Reference SR 75 (Harrison Avenue) Basin Study dated March 31,
2019.
The CONSULTANT shall anticipate that all storm sewer manholes
located within areas of resurfacing will require adjustment and the
plans and estimates shall be prepared accordingly.
FOR ALL PROJECTS:
The CONSULTANT should review all locations for a functional
design that will meet FDOT clearzone criteria. A Design Exception
will be required if any drainage structure creates a hazard in the
clear zone, and is to remain.
All existing drainage structures within the limits of
construction shall be shown on the construction plans. The
CONSULTANT shall inspect all drainage structures for function,
scour, erosion, structural integrity, accumulation of sediments,
and design as it pertains to pedestrian and vehicular safety. Prior
to submitting staffhours, the CONSULTANT shall clearly communicate
the drainage survey needs to the SURVEYOR and shall minimize the
survey effort where possible. Drainage design treatments should be
discussed with the DEPARTMENT’s Design Project Manager and the
District Drainage Office before being added to the construction
plans.
2.3 Utilities Coordination (Activity 7)
The DEPARTMENT will be responsible for utility coordination
associated with this project.
The Surveyor of Record (SOR) shall communicate with the Engineer
of Record (EOR) early/prior to staffhour negotiations to determine
the specific survey needs
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-26
required for locating utilities based on the anticipated limits
of construction and the proposed scope of work.
The CONSULTANT will identify which utilities exist within the
corridor during the survey phase by calling Sunshine 811. A copy of
the Sunshine 811 “design” ticket listing all utility owners within
the project limits shall be provided within 10 business days of the
Notice to Proceed (NTP).
Once the draft design is apparent, the CONSULTANT shall
determine if any additional survey is required regarding utility
designations in order to provide an adequate design and accurate
quantities. The CONSULTANT will coordinate with the DEPARTMENT’s
Design Project Manager and the District Survey Office to determine
how much additional survey is required and what is the most
economical method of obtaining the additional data.
The CONSULTANT will be responsible for showing areas that may be
affected by construction. The CONSULTANT will evaluate utilities
for potential impacts and prepare a Utility Conflict Matrix as
directed by Section 7.7 of this document. An example Utility
Conflict Matrix can be provided by the DEPARTMENT’s Design Project
Manager if necessary. The matrix will be required with the Phase II
submittal and will be updated and submitted with every phase
thereafter.
Above-ground utility installations that have been struck three
times within the latest 5-year period shall be assessed for
relocation options. For installations with a crash history WITHOUT
viable options for relocation within the R/W, the CONSULTANT will
be responsible for obtaining Design Exceptions. Above-ground
utility installations with a crash history WITH available R/W for
relocation shall be relocated or the Utility Agency Owner (UAO)
will be responsible for pursuing and obtaining a Design
Exception.
The CONSULTANT is to review the UAO marked up plans and the
Utility Work Schedules as they are received and assure that they
are compatible with the proposed design features in the plans. The
CONSULTANT shall review the specific details of the markups and
schedules with the Area Utility Manager as required to finalize the
status of each potential conflict. The CONSULTANT shall also verify
that the schedules conform to the construction phasing and MOT
sequences.
2.4 Environmental Permits, Compliances, and Clearances (Activity
8)
The CONSULTANT shall coordinate with appropriate agencies for
all necessary
permits. Potential agencies requiring coordination include, but
are not limited to:
Northwest Florida Water Management District, Florida Department
of
Environmental Protection, and US Army Corps of Engineers.
The CONSULTANT shall be responsible for the identification,
coordination and
applications for all permits necessary to construct this
project. All application and
processing fees, including fees for any public notice required
by the permit, shall
be paid for by the CONSULTANT.
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-27
2.5 Structures (Activities 9 – 18) (Not applicable to this
project)
2.6 Signing and Pavement Markings (Activities 19 & 20)
The CONSULTANT shall be responsible for the design, details, and
quantities associated with signing and pavement markings for this
project. The CONSULTANT shall coordinate with the DEPARTMENT’s
Design Project Manager and the District Roadway Design Engineer to
determine the most appropriate type of edge line for this
application. The CONSULTANT shall evaluate the existing signage to
determine the need for additional signs, correcting redundant or
conflicting signage, and the replacement of damaged signs.
The CONSULTANT shall evaluate and design all signs to meet
current Design Standards and the FDOT Multi-Post Sign Program.
Regarding pavement markings, the SOR shall communicate with the
EOR early/prior to staffhour negotiations to determine the specific
survey needs required for locating pavement markings based on the
anticipated needs of the project and the proposed scope of
work.
The lane widths within the urban section of the project should
be reviewed by the CONSULTANT and discussed with the DEPARTMENT's
Design Project Manager to determine whether restriping to provide
designated bicycle lanes or wider outside lanes should occur.
For both projects, the existing school zone pavement markings
and signage shall be closely reviewed by the CONSULTANT and
redesigned/revised as necessary according to applicable
standards.
A No Passing Zone Study will be required for FPID
437756-1-32-01, SR 30 (US 98).
2.7 Signalization (Activities 21 & 22)
Intersections:
One (1) flashing beacon exists within the project limits of FPID
437756-1 the intersection with CR-365/Spring Creek Highway (CMP
4.990). No work is anticipated for the signal at this location.
Three (3) signalized intersections exist within the project
limits of FPID 437762-1 at the following locations:
1) 7th Street (CMP 0.125) – mast arms
2) CR-28/ 11th Street (CMP 0.620) – mast arms
3) 12th Street (CMP 0.749) – mast arms
For FPID 437762-1-32-01, The CONSULTANT shall review and
coordinate with the DEPARTMENT (and the local maintaining agency as
necessary) whether to
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-28
install video detection at the signalized intersections where
traffic detector loops are impacted by the milling operation.
Reference Section 2.16 for additional details regarding a new PTZ
camera at 11th Street in FPID 437762-1-32-01.
Other anticipated signal work throughout the project includes
reconstructing pedestrian detectors and signal heads to meet
Americans with Disabilities Act (ADA) access requirements.
Potentially, some of the signal heads will have LED indications and
some will have incandescent heads. At this time, upgrades to LED
indications is NOT included in this project.
Traffic Data Collection: N/A
Traffic Studies: N/A
Traffic Monitoring Sites: There are currently Portable Traffic
Monitoring Sites within the project limits that will require
removal during these milling and resurfacing projects. Coordinate
with the FDOT District 3 Planning Department for information
regarding the removal.
A Telemetered Traffic Monitoring Site (TTMS) exists at
approximately CMP 0.458
in FPID 437762-1-32-01. The traffic detector loops and axle
sensors will be
reconstructed in this project where impacted by the resurfacing
operation.
2.8 Lighting (Activities 23 & 24) (FPID 437762-1-32-01
Only)
The CONSULTANT will be required to assess the existing lighting
along the corridor and be cognizant of lighting being proposed in
other projects (see Coordination Requirements above), then
determine the need for additional lighting for this project. At a
minimum, this project will be responsible for providing the
required lighting at new pedestrian crossing locations.
The criteria used for the lighting analysis includes horizontal
lighting illuminance standards for roadway and sidewalk lighting
and enhanced horizontal and vertical lighting illuminance standards
for signalized intersections as found in the FDOT Design Manual.
Existing utility poles will be utilized to mount luminaires to the
extent possible. A Lighting Design Analysis Report will be produced
documenting all lighting design decisions and calculations.
The CONSULTANT is expected to coordinate closely with the
DEPARTMENT’s Area Utility Manager and the area power provider (Gulf
Power) in order to maximize the use of the UAO’s poles and service.
The DEPARTMENT’s preference is for the UAO to install and maintain
the necessary lights as specified by the CONSULTANT.
If a determination is made that the UAO is unable to provide the
needed lighting services, a Supplemental Agreement will be
processed with the CONSULTANT to finalize the lighting design and
plans, including the service design/voltage drop calculations.
2.9 Landscape Architecture (Activities 25 & 26) (Not
applicable to this project)
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-29
2.10 Survey (Activity 27)
Design Survey: The Primary and Secondary Horizontal and Vertical
control will be provided by the DEPARTMENT. Other design survey
requirements will be conducted by the CONSULTANT in accordance with
Section 27.0 of this document.
Pre-Production Survey Meeting - The CONSULTANT and SURVEYOR
shall communicate with the District Surveyor and DEPARTMENT’s
Design Project Manager prior to staff hour negotiations to
determine the appropriate survey requirements for this project
based on the anticipated limits of construction and the proposed
scope of work. The CONSULTANT shall provide a basic graphic
depiction and/or description of areas needed for topographical
survey, DTM, cross sections, utilities, drainage structures,
pavement markings, and wetland lines. Aerial imagery is
recommended. The effort for the survey work defined in this meeting
will be reflected in the staff hours and included in the Basic
Services of work.
The DEPARTMENT encourages the CONSULTANT and SURVEYOR to
consider alternate surveying methods for this project such as
photogrammetry/lidar and/or the use of existing aerial photography.
Alternate survey methods being considered will be presented by the
CONSULTANT at the Pre-Production Survey Meeting and will require
approval from the District Surveyor prior to implementation.
Production Survey Meeting - Following the Phase I submittal, the
CONSULTANT, SURVEYOR, the District Surveyor, and the DEPARTMENT’s
Design Project Manager shall meet if it is determined that
additional survey is required in order to provide an adequate
design and accurate quantities. The CONSULTANT shall provide any
necessary graphic depictions and/or descriptions of areas needing
additional survey. Compensation for the additional survey work
defined in this meeting will be made available through a
Supplemental Agreement.
Subsurface Utility Exploration: The CONSULTANT will provide any
subsurface utility excavations (SUE) that are required for the
projects, specifically FPID 437762-1-32-01. SUE may be required at
proposed lighting locations or where drainage structure
construction or modification is expected to be in conflict with
buried utilities.
Right-of-Way Survey: The CONSULTANT will be required to perform
a R/W Survey for FPID 437762-1-32-01 at the intersection with 14th
Street due to the potential need for additional R/W (fee simple or
easement.)
Vegetation Survey: There are existing palm trees within the
project limits in FPID 437762-1-32-01. The CONSULTANT shall provide
survey services necessary to identify significant trees within the
limits of construction. See Section 27.28 for additional
information.
2.11 Photogrammetry (Activity 28)
-
APRIL 22, 2019 FPID: 437756-1-32-01 & 437762-1-32-01
A-30
Photogrammetric services via the use of mobile LiDAR, low
altitude LiDAR or low altitude Photogrammetry will be required as
determined and directed by the District Surveyor. Consultant
requirements are found in Activity 28 and Activity 30 of this
document.
2.12 Mapping (Activity 29) (For FPID 437762-1-32-01 only)
As early as possible, the CONSULTANT shall provide map(s) or
plan sheets accompanied by a *.kmz file reflecting the requirements
for additional right-of-way. The right-of-way requirements
submittal shall identify, via highlighting in varying colors (not
yellow), the existing right-of-way, required right-of-way,
temporary construction easements (TCEs), perpetual easements,
intended license agreements (LAs), and limits of construction. In
addition, this submittal will indicate in some way whether the
submittal is draft or final. The initi
