HomeMy WebLinkAboutExhibit A/\\//
ARDURRA
SCOPE OF SERVICES
FINANCIAL PROJECT ID: 251688-1-52-01
FDOT District 6
MIAMI DADE COUNTY, FLORIDA
October 9, 2023
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Contents
1 PURPOSE 4
2 PROJECT DESCRIPTION 4
3 PROJECT COMMON AND PROJECT GENERAL TASKS 4
4 ROADWAY ANALYSIS 6
5 ROADWAY PLANS 8
6a DRAINAGE ANALYSIS 10
6b DRAINAGE PLANS 12
7 UTILITIES 13
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES 14
9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND DRAWINGS 16
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT — NotApplicable 17
11 STRUCTURES - TEMPORARY BRIDGE — Not Applicable 17
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE — Not Applicable 17
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — Not Applicable 17
14 STRUCTURES - STRUCTURAL STEEL BRIDGE—NotApplicable 17
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE— NotApplicable 17
16 STRUCTURES - MOVABLE SPAN— NotApplicable 17
17 STRUCTURES - RETAINING WALLS 17
18 STRUCTURES — MISCELLANEOUS — Not Applicable 19
19 SIGNING AND PAVEMENT MARKING ANALYSIS 19
20 SIGNING AND PAVEMENT MARKING PLANS 19
21 SIGNALIZATION ANALYSIS — Not Applicable 20
22 SIGNALIZATION PLANS — Not Applicable 20
23 LIGHTING ANALYSIS 20
24 LIGHTING PLANS 22
25 LANDSCAPE ANALYSIS —NotApplicable 24
26 LANDSCAPE PLANS — NotApplicable 24
27 SURVEY — Not Applicable 24
28 PHOTOGRAMMETRY— Not Applicable 24
29 MAPPING — Not Applicable 24
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30 TERRESTRIAL MOBILE LiDAR — Not Applicable 24
31 ARCHITECTURE DEVELOPMENT 24
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN
PHASE — Not Applicable 35
33 INTELLIGENT TRANSPORTATION SYS I'EMS ANALYSIS 35
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS 37
35 GEOTECHNICAL — Not Applicable 39
36 3D MODELING — Not Applicable 39
37 PROJECT REQUIREMENTS — Not Applicable 39
38 INVOICING LIMITS — Not Applicable 39
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1 PURPOSE
The project involves a 35-acre public space under the I-395 bridges, per the City of Miami
requirements, and in coordination with FDOT and the construction Join Venture.
2 PROJECT DESCRIPTION
The project is located under the I-395 improvements limited by NW 3rd AVE and
Biscayne Blvd.
3 PROJECT COMMON AND PROJECT GENERAL TASKS
Project Common Tasks, are only applicable to the following activities, 4 (Roadway
Analysis), 5 (Roadway plans), 6a (Drainage Analysis) 6b (Drainage Plans), 7 (Utilities), 8
(Environmental Permits and environmental clearances), 9 (Structures Summary), 17
(Structures Retaining Walls), 19 ( Signing & Marking Analysis), 20 (Signing & Marking
Plans), 23 (Lighting Analysis), 24 (Lighting Plans), 31 (Architecture Development), 33
(ITS Analysis) and 34 (ITS Plans).
Field Reviews: The CONSULTANT shall participate in field review as needed to obtain
necessary data for all elements of the project.
Technical Meetings: The CONSULTANT shall attend all technical meetings necessary to
execute the Scope of Services of this contract. The CONSULTANT shall prepare, and
submit to the DEPARTMENT's Project Manager for review, the meeting minutes for all
meetings attended by them.
Quality Assurance/Quality Control: the CONSULTANT and all subconsultants will be
following the approved QA/QC plan for FPID Project No. 251688-1-52-01.
Supervision: The CONSULTANT shall supervise all technical design activities.
Coordination: The CONSULTANT shall coordinate with all disciplines of the project to
produce a final set of construction documents.
3.1 Public Involvement
3.1.1 Community Awareness Plan — Not applicable
3.1.2 Notifications -Not Applicable
3.1.3 Preparing Mailing Lists Not Applicable
3.1.4 Median Modification Letters Not Applicable
3.1.5 Driveway Modification Letters -Not Applicable
3.1.6 Newsletters - Not Applicable
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3.1.7 Renderings and Fly-Throughs
The CONSULTANT shall prepare renderings and fly-throughs for use in public meetings.
with DHC, TSNDC, Black Archives, Omni CRA, Overtown CRA, community leaders,
HOA's.
3.1.8 Power Point Presentations. - Not Applicable
3.1.9 Public Meeting Preparations - Not Applicable
3.1.10Public Meeting Attendance/Followup
The CONSULTANT will be attending two meetings.
3.1.11 Other Agency Meetings
In addition to scheduled public meetings the CONSULTANT has estimated to participate
in meetings with the City of Miami (COM) as well as with FDOT.
3.1.12 Web Site -Not Applicable
3.2 Joint Project Agreements - Not Applicable
3.3 Specifications & Estimates
3.3.1 Specifications Package Preparation - Not Applicable
3.3.2 Estimated Quantities Report Preparation - Not Applicable
3.4 Contract Maintenance and Project Documentation
Contract maintenance includes project management effort for complete setup and maintenance
of files, electronic folders and documents, developing technical monthly progress reports and
schedule updates. Project documentation includes the compilation and delivery of final
documents, reports or calculations that support the development of the contract plans; includes
uploading files to Project Solve and City of Miami.
3.5 Value Engineering (Multi -Discipline Team) Review- Not Applicable
3.6 Prime Consultant Project Manager Meetings
Includes only the Prime Consultant Project Manager's time for travel and attendance at Activity
Technical Meetings and other meetings listed in the meeting summary for Task 3.6 on tab 3
Project General Task of the staff hour forms. Staff hours for other personnel attending Activity
Technical Meetings are included in the meeting task for that specific Activity.
Includes coordination meetings for roadway, drainage, utilities, environmental, structures,
signing and pavement marking, signalization, lighting, landscape architecture, ITS and
Geotechnical. This task also comprises progress meetings as well as phase reviews.
3.7 Plans Update - Not Applicable
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3.8 Post -Design Services
Post -Design Services may include, but not limited to, preconstruction and weekly construction
progress meetings, plans revisions, shop drawing review, RFI responses and as -built
drawings. Specific services will be negotiated as necessary as a contract amendment.
3.9 Digital Delivery
The CONSULTANT shall deliver digitally signed and sealed files for the final contract plans
and documents in Microstation and or AutoCad format as applicable.
3.10 Risk Assessment Workshop - Not Applicable
3.11 Railroad, Transit and/or Airport Coordination -NotApplicable
3.12 Landscape and Existing Vegetation Coordination - Not Applicable
3.13 Other Project General Tasks -NotApplicable
4 ROADWAY ANALYSIS
The CONSULTANT shall analyze and document Roadway Tasks in accordance with all
applicable manuals, guidelines, standards, handbooks, procedures, and current design
memorandums.
4.1 Typical Section Package
The CONSULTANT shall prepare a Typical Section Package.
The approved I-395 Surface Street plans need to be modified to correspond with the proposed
concept from the City of Miami.
5 Typical sections will be created. These include 2 raised crosswalks west of RR tracks (NW
1st Place and NW 2nd Avenue) and 3 crosswalks east of the RR tracks will not be raised.
6 Typical Sections will be modified to add parallel parking and drop off area widening.
4.2 Pavement Type Selection Report — Not Applicable
4.3 Pavement Design Package — Not Applicable
4.4 Cross -Slope Correction —Not Applicable
4.5 Horizontal/Vertical Master Design Files
Horizontal/Vertical Master Design Files: Includes adjustments to I-395 Surface Streets set
to include new curb ramps, parking areas, drop off areas and mid -block crossings. It also
includes the overall site grading for the public Heritage Trail space.
The locations affected are described above in Task 4.1.
Crosswalks:
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NW 3' Avenue: 100 LF
NW 2nd Avenue: 75 LF
NW 1st Place: 100 LF
N. Miami Avenue: 50 LF
NE 1st Avenue: 100 LF
NE 2nd Avenue: 40 LF
Subtotal = 465 LF
Drop-offs:
N. Miami Avenue: 100 LF
NE 1st Avenue: 70 LF
Subtotal = 170 LF
Parking:
NW 14th Terrace: 330 LF
NW lst Avenue (West): 290 LF
NW 1st Court: 80 FL
NE 13th Street: 160 LF
Subtotal = 860 LF
Total= 1495 LF
Overall Public Space Grading Includes all work related to the trail, sub trail for the 30 acres
of the Heritage Trail. This includes profile and grading changes to avoid ponding areas in
walkways, adjust for trail areas, grading for planting areas, lawn areas, ramps, etc.
4.6 Access Management — Not Applicable
4.7 Roundabout Final Design Analysis — Not Applicable
4.8 Cross Section Design Files
The CONSULTANT shall establish and develop cross section design files in accordance with
the FDOT CADD Manual.
Cross Section Design Files: Due to changes associated with the mid -block crossings and
enhanced pavement areas, I-395 Surface Streets cross sections must be updated or new cross
sections must be introduced.
4.9 Temporary Traffic Control Plan (TTCP) Analysis —Not Applicable
4.10 Master TTCP Design Files —NotApplicable
4.11 Selective Clearing and Grubbing — Not Applicable
4.12 Tree Disposition Plans —NotApplicable
4.13 Design Variations and Exceptions — Not Applicable
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4.14 Design Report — Not Applicable
4.15 Roadway Quantities for EQ Report
Quantities will be provided to FDOT and the JV for earthwork, pavement.
4.16 TTCP Quantities for EQ Report — Not Applicable
4.17 Cost Estimate — Not Applicable
4.18 Technical Special Provisions and Modified Special Provisions — Not Applicable
4.19 Other Roadway Analyses —NotApplicable
4.20 Field Reviews
The CONSULTANT will perform Field Reviews.
4.21 Monitor Existing Structures —NotApplicable
4.22 Technical Meetings
The CONSULTANT will attend meetings with Local Governments (City of Miami and
Miami Dade County), Stakeholder Meetings, FDOT Progress Meetings as well as Phase
Review Meetings.
4.23 Quality Assurance/Quality Control
4.24 Independent Peer Review — Not Applicable
4.25 Supervision
4.26 Coordination
5 ROADWAY PLANS
5.1 Key Sheet
The following key sheets will be provided, Heritage Trail master key sheet, Civil site key
sheet and surface streets plan revisions.
5.2 Typical Section Sheets
5.2.1 Typical Sections
Typical Sections: Per Task 4.1, the following locations are affected by the City concept.
(5) Typical sections will be created at 8hrs each for a total of 40hrs. These include 2 raised
crosswalks west of RR tracks (NW 1st Place and NW 2nd Avenue) and 3 crosswalks east
of the RR tracks will not be raised.
(6) typical Sections will be modified at 4 hours each to add parallel parking and drop off
area widening
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5.2.2 Typical Section Details —Not Applicable
5.3 General Notes/Pay Item Notes
New Underdeck plan set requires independent notes from the Surface Streets Roadway set.
One sheet will be provided to identify the notes for the project. And, under the Underdeck
Civil plans, independent notes are provided along with the Civil site plan, abbreviations,
and symbols.
5.4 Project Layout
Includes layout for Heritage Trail areas.
5.5 Plan/Profile Sheet
Includes updates to the surface streets profile plan sheets adding the 6" raise of the cross -walks.
5.6 Profile Sheet — Not Applicable
5.7 Plan Sheet— Not Applicable
5.8 Special Profile— Not Applicable
5.9 Back -of -Sidewalk Profile Sheet— Not Applicable
5.10 Interchange Layout Sheet
This includes the grading of underdeck areas.
5.11 Ramp Terminal Details (Plan View) — Not Applicable
5.12 Intersection Layout Details —Not Applicable
5.13 Special Details
Special Details: Used for Enhanced Pavement Areas Enlargements and Details for specific
grading for each location. Including Street crossings, Parallel Parking and Rideshare P/U
and Drop off locations.
5.14 Cross -Section Pattern Sheets — Not Applicable
5.15 Roadway Soil Survey Sheets — Not Applicable
5.16 Cross Sections
New cross sections required at areas where the pavement type was changed from Asphalt
paving to Enhanced Pavement.
5.17 Temporary Traffic Control Plan Sheets — Not Applicable
5.18 Temporary Traffic Control Cross Section Sheets — Not Applicable
5.19 Temporary Traffic Control Detail Sheets — Not Applicable
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5.20 Utility Adjustment Sheets —NotApplicable
5.21 Selective Clearing and Grubbing Sheets —NotApplicable
5.21.1 Selective Clearing and Grubbing — Not Applicable
5.21.2 Selective Clearing and Grubbing Details — Not Applicable
5.22 Tree Disposition Plan Sheets —NotApplicable
5.22.1 Tree Disposition Plan Sheets —NotApplicable
5.22.2 Tree Disposition Plan Tables and Schedules —NotApplicable
5.23 Project Control Sheets —NotApplicable
5.24 Environmental Detail Sheets — NotApplicable
5.25 Utility Verification Sheets (SUE Data) — NotApplicable
5.26 Quality Assurance/Quality Control
5.27 Supervision
6a DRAINAGE ANALYSIS
The CONSULTANT shall analyze and document Drainage Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
The CONSULTANT shall be responsible for designing a drainage and stormwater management
system. All design work shall comply with the requirements of the appropriate regulatory agencies
and the DEPARTMENT's Drainage Manual.
The CONSULTANT shall coordinate fully with the appropriate permitting agencies and the
DEPARTMENT's staff. All activities and submittals should be coordinated through the
DEPARTMENT's Project Manager. The work will include the engineering analyses for any or all
of the following:
6a.1 Drainage Map Hydrology
Create a (pre- and/or post -condition) working drainage basin map to be used in defining the
system hydrology. This map shall incorporate drainage basin boundaries, existing survey
and/or LiDAR and field observations, as necessary, to define the system. Basin delineations
shall also include any existing collection systems in a logical manner to aid in the development
of the hydraulic model. Include coordination hours needed to convey drainage hydrologic
features onto produced drainage maps. Drainage areas to be provided in the Drainage Report.
3 Dr maps to be included in Addendum Report only.
6a.2 Base Clearance Calculations —NotApplicable
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6a.3 Pond Siting Analysis and Report — Not Applicable
6a.4 Design of Cross Drains-NotApplicable
6a.5 Design of Ditches — Not Applicable
6a.6 Design of Stormwater Management Facility (Offsite or Infield Pond) - Not
Applicable
6a.7 Design of Stormwater Management Facility (Roadside Treatment Swales and
Linear Ponds) - Not Applicable
6a.8 Design of Floodplain Compensation — Not Applicable
6a.9 Design of Storm Drains
Delineate contributing drainage areas, determine runoff, inlet locations, and spread. Calculate
hydraulic losses (friction, utility conflict and, if necessary, minor losses). Determine design
tailwater and, if necessary, outlet scour protection.
Storm drain system shall include conveyance for water feature storage system overflows.
6a.10 Optional Culvert Material
Determine acceptable options for pipe materials using the Culvert Service Life Estimator.
6a.11 French Drain Systems
Design French Drain Systems to provide self-contained runoff collection and discharge as a
precautionary measure to avoid flooding of park recreation and pedestrian areas. Identify
location for percolation tests and review these, determine the size and length of French Drains,
and model the system of inlets, conveyances, French Drains, and other outfalls using a routing
program.
No water quality treatment is required beyond previously allocated treatment in the I-395 and
surface street drainage system. Size French drains for full containment of the 3-year storm
event (General design).
French Drain is used throughout the interior areas, aside from Surface Streets.
6a.11.1 Existing French Drain Systems — NotApplicable
6a.12 Drainage Wells — NotApplicable
6a.13 Drainage Design Documentation Report
Compile drainage design documentation "Addendum" into report format to compliment the
Master Drainage Report for the I-395 Project. Include documentation for all the drainage
design tasks and associated meetings and decisions, except for stand-alone reports, such as
the Pond Siting Analysis Report and Bridge Hydraulics Report.
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Create standalone Drainage Addendum report. Report will supplement and reference data
from reports for Underdeck, Surface Streets and I-395. No impact to adjacent systems
assumed. Report will document french drain, overflow, connections, and spread calcs for
cross walk.
6a.14 Bridge Hydraulic Report — Not Applicable
6a.15 Temporary Drainage Analysis - Not Applicable
6a.16 Drainage Quantities for EQ Report - Not Applicable
6a.17 Cost Estimate -NotApplicable
6a.18 Technical Special Provisions / Modified Special Provisions - Not Applicable
6a.19 Hydroplaning Analysis - Not Applicable
6a.20 Existing Permit Analysis - Not Applicable — to be provided by the Department.
6a.21 Other Drainage Analysis -NotApplicable
6a.22 Noise Barrier Evaluation - Not Applicable
6a.23 Erosion Control Plan -NotApplicable
6a.24 Field Reviews
Conduct field investigation.
6a.25 Technical Meetings
Meetings with Department staff, regulatory agencies, local governments such as meetings with
District Drainage Engineer, the Water Management District, FDEP, etc.
6a.26 Environmental Look -Around Meetings — Not Applicable
6a.27 Quality Assurance/Quality Control
6a.28 Independent Peer Review — Not Applicable
6a.29 Supervision
6a.30 Coordination
6b DRAINAGE PLANS
The CONSULTANT shall prepare Drainage plan sheets, notes, and details. The plans shall include
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the following sheets necessary to convey the intent and scope of the project for the purposes of
construction.
6b.1 Drainage Map (Including Interchanges) — Not Applicable
6b.2 Bridge Hydraulics Recommendation Sheets - Not Applicable
6b.3 Drainage Structures
Includes new structures, modified structures and misc. details.
6b.4 Lateral Ditch Plan/Profile & Cross Sections — Not Applicable
6b.5 Retention/Detention/Floodplain Compensation Pond Details & Cross Sections — Not
Applicable
6b.6 Erosion Control Plan
Provide Erosion Control Plan sheets. Estimated 1 mile for project.
6b.7 SWPPP
Provide SWPPP Sheets
6b.8 Quality Assurance/Quality Control
6b.9 Supervision
7 UTILITIES
7.1 Utility Kickoff Meeting
CONSULTANT will meet with the MDWASD and bring a copy of the project design to
discuss the proposed work.
7.2 Identify Existing Utility Agency Owner(s) — Not Applicable
7.3 Make Utility Contacts — Not Applicable
7.4 Exception Processing — Not Applicable
7.5 Preliminary Utility Meeting — Not Applicable
7.6 Individual/Field Meetings
The CONSULTANT shall meet with MDWASD in the field and with the Contractor
throughout the project design duration to provide best design alternative.
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7.7 Collect and Review Plans and Data from UAO(s) —NotApplicable
7.8 Subordination of Easements Coordination — Not Applicable
7.9 Utility Design Meeting
The intent of this meeting shall be to identify and resolve conflicts between utilities and
proposed construction before completion of the plans, including utility adjustment details.
Also, to work with the MDWASD to recommend potential resolution between known utility
conflicts with proposed construction plans. The CONSULTANT shall keep accurate minutes
of all meetings and distribute a copy to all attendees within 3 days. See Task 7.13 for utility
plans.
7.10 Review Utility Markups & Work Schedules and Processing of Schedules &
Agreements — Not Applicable
7.11 Utility Coordination/Follow-up — Not Applicable
7.12 Utility Constructability Review — Not Applicable
7.13 Additional Utility Services
The CONSULTANT shall provide design for fourteen (14) water and/or sewer locations.
Additional services will be determined when the services are required and requested. This
item is not usually included in the scope at the time of negotiation. It is normally added as a
supplemental agreement when the need is identified.
Water & Sewer Connection Analysis and design at 14 locations.
7.14 Processing Utility Work by Highway Contractor (UWHC) — Not Applicable
7.15 Contract Plans to UAO(s) — Not Applicable
7.16 Certification/Close-Out — Not Applicable
7.17 Other Utilities — Not Applicable
8 ENVIRONMENTAL PERMITS and ENVIRONMENTAL CLEARANCES
The CONSULTANT shall notify the DEPARTMENT Project Manager, Environmental Permit
Coordinator, and other appropriate DEPARTMENT personnel in advance of all anticipated
meetings with the regulatory agencies to allow a DEPARTMENT representative to
coordinate and/or attend as preferred. The CONSULTANT shall copy in the Project Manager
and the Environmental Permit Coordinator on all permit related correspondence and meetings.
The Consultant shall use current regulatory guidelines and policies for all permits required as
identified in Section 2.4.
8.1 Preliminary Project Research — Not Applicable
8.2 Field Work
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8.2.1 Pond Site Alternatives: — Not Applicable
8.2.2 Establish Wetland Jurisdictional Lines and Assessments: — Not Applicable
8.2.3 Species Surveys: — Not Applicable
8.3 Agency Verification of Wetland Data — Not Applicable
8.4 Complete and Submit All Required Permit Applications — Not Applicable
8.4.1 Complete and Submit all Required Wetland Permit Applications: — Not
Applicable
8.4.2 Complete and Submit all Required Species Permit Applications: — Not
Applicable
8.5 Coordinate and Review Dredge and Fill Sketches —NotApplicable
8.6 Complete and Submit Documentation for Coordination and/or USCG Bridge Permit
Application — Not Applicable
8.7 Prepare Water Management District or Local Water Control District Right of Way
Occupancy Permit Application — Not Applicable
8.8 Prepare Coastal Construction Control Line (CCCL) Permit Application — Not
Applicable
8.9 Prepare USACE Section 408 Application to Alter a Civil Works Project — Not
Applicable
8.10 Compensatory Mitigation Plan —NotApplicable
8.11 Mitigation Coordination and Meetings — Not Applicable
8.12 Regulatory Agency Support — Not Applicable
8.13.1 NEPA or SEIR Re-evaluation — Not Applicable
8.13.2 Archaeological and Historical Resources — Not Applicable
8.13.3 Wetland Impact Analysis — Not Applicable
8.13.4 Essential Fish Habitat Impact Analysis — Not Applicable
8.13.5 Protected Species and Habitat Impact Analysis — Not Applicable
8.14 Preparation of Environmental Clearances and Re-evaluations (use when
CONSULTANT prepares all documents associated with a re-evaluation) — Not
Applicable
8.15 Other Environmental Permits
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The CONSULTANT shall initiate agency coordination and collect the data and information
necessary to prepare the permit applications and obtain the environmental permits or
modifications required to construct unanticipated modifications to previously permitted
stormwater collection and treatment systems for the I395 and Surface Streets project. The
CONSULTANT shall prepare each permit application in accordance with the rules and/or
regulations of the regulatory agency responsible for issuing a specific permit and/or
authorization to perform work. The permit application packages must be approved by the
DEPARTMENT prior to submittal to regulatory agencies.
The CONSULTANT will submit all permit applications, as directed by the DEPARTMENT,
and be responsible for payment of all permit and public noticing fees, unless directed
otherwise by the DEPARTMENT.
8.16 Contamination Impact Analysis —NotApplicable
8.17 Asbestos Survey — Not Applicable
8.18 Technical Meetings — NotApplicable
8.19 Quality Assurance/Quality Control
8.20 Supervision
8.21 Coordination
9 STRUCTURES - SUMMARY AND MISCELLANEOUS TASKS AND
DRAWINGS
The CONSULTANT shall analyze, design, and develop contract documents for all structures in
accordance with applicable provisions as defined in Section 2.19, Provisions for Work. Individual
tasks identified in Sections 9 through 18 are defined in the Staff Hour Estimation Handbook and
within the provision defined in Section 2. 20, Provisions for Work. Contract documents shall
display economical solutions for the given conditions.
The CONSULTANT shall provide Design Documentation to the DEPARTMENT with each
submittal consisting of structural design calculations and other supporting documentation
developed during the development of the plans. The design calculations submitted shall adequately
address the complete design of all structural elements. These calculations shall be neatly and
logically presented on digital media or, at the DEPARTMENT's request, on 8 1/2"x11" paper and
all sheets shall be numbered. The final design calculations shall be signed and sealed by a Florida -
licensed professional engineer. A cover sheet indexing the contents of the calculations shall be
included and the engineer shall sign and seal that sheet. All computer programs and parameters
used in the design calculations shall include sufficient backup information to facilitate the review
task.
9.1 Key Sheet and Index of Drawings — NotApplicable
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9.2 Project Layout—NotApplicable
9.3 General Notes and Bid Item Notes — Not Applicable
9.4 Miscellaneous Common Details — Not Applicable
9.5 Incorporate Report of Core Borings —NotApplicable
9.6 Standard Plans- Bridges —NotApplicable
9.7 Existing Bridge Plans — Not Applicable
9.8 Structures Quantities for EQ Report — Not Applicable
9.9 Cost Estimate — Not Applicable
9.10 Technical Special Provisions and Modified Special Provisions —NotApplicable
9.11 Field Reviews
The CONSULTANT will perform site visits as needed.
9.12 Technical Meetings — NotApplicable
9.13 Quality Assurance/Quality Control
9.14 Independent Peer Review — Not Applicable
9.15 Supervision
9.16 Coordination
10 STRUCTURES - BRIDGE DEVELOPMENT REPORT —NotApplicable
11 STRUCTURES - TEMPORARY BRIDGE —NotApplicable
12 STRUCTURES - SHORT SPAN CONCRETE BRIDGE —NotApplicable
13 STRUCTURES - MEDIUM SPAN CONCRETE BRIDGE — NotApplicable
14 STRUCTURES - STRUCTURAL STEEL BRIDGE— NotApplicable
15 STRUCTURES - SEGMENTAL CONCRETE BRIDGE—NotApplicable
16 STRUCTURES - MOVABLE SPAN— NotApplicable
17 STRUCTURES - RETAINING WALLS
The CONSULTANT shall prepare plans for Retaining Wall(s) as specified in Section 2.5.
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General Requirements
17.1 Key Sheet — Not Applicable
17.2 Horizontal Wall Geometry — NotApplicable
Permanent Proprietary Walls
17.3 Vertical Wall Geometry—NotApplicable
17.4 Semi -Standard Drawings — Not Applicable
17.5 Wall Plan and Elevations (Control Drawings) — NotApplicable
17.6 Details — Not Applicable
Temporary Proprietary Walls
17.7 Vertical Wall Geometry—NotApplicable
17.8 Semi -Standard Drawings — Not Applicable
17.9 Wall Plan and Elevations (Control Drawings) — NotApplicable
17.10 Details — Not Applicable
Cast -in -Place Retaining Walls
17.11 Design — Not Applicable
17.12 Vertical Wall Geometry — NotApplicable
17.13 General Notes — Not Applicable
17.14 Wall Plan and Elevations (Control Drawings) — NotApplicable
17.15 Sections and Details —NotApplicable
17.16 Reinforcing Bar List — NotApplicable
Other Retaining Walls and Bulkheads
17.17 Design
Includes the design of cofferdam for the water features pump houses.
17.18 Vertical Wall Geometry
17.19 General Notes, Tables and Miscellaneous Details
17.20 Wall Plan and Elevations
17.21 Details
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18 STRUCTURES — MISCELLANEOUS — NotApplicable
19 SIGNING AND PAVEMENT MARKING ANALYSIS
19.1 Traffic Data Analysis — NotApplicable
19.2 No Passing Zone Study — NotApplicable
19.3 Signing and Pavement Marking Master Design File
The CONSULTANT shall prepare the Signing & Marking Design file to include all necessary
design elements and all associated reference files.
This includes the update in the Surface Streets S&PM plans for 7 cross -walks and mid -block
signals as well as well as on -street parking and drop-offs.
19.4 Multi -Post Sign Support Calculations —NotApplicable
19.5 Sign Panel Design Analysis —NotApplicable
19.6 Sign Lighting/Electrical Calculations —NotApplicable
19.7 S&PM Quantities for EQ Report — Not Applicable
19.8 Cost Estimate
Prepare Cost Estimate.
19.9 Technical Special Provisions and Modified Special Provisions —NotApplicable
19.10 Other Signing and Pavement Marking Analysis —NotApplicable
19.11 Field Reviews — Not Applicable
19.12 Technical Meetings
The CONSULTANT will participate in 2 meetings with the City of Miami and Miami Dade
County and 2 progress meetings.
19.13 Quality Assurance/Quality Control
19.14 Independent Peer Review —NotApplicable
19.15 Supervision
19.16 Coordination
20 SIGNING AND PAVEMENT MARKING PLANS
20.1 Key Sheet & Signature Sheet
Includes revision to the Surface Streets Keysheet and signature sheet.
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20.2 General Notes/Pay Item Notes —NotApplicable
20.3 Project Layout — Not Applicable
20.4 Plan Sheet
Revising Surface Streets S&PM plan sheets.
20.5 Special Details
Includes pavement marking details.
20.6 Service Point Details
Includes 2 Standard Service Point details for rectangular rapid flashing beacon (RRFB) for
electrical hard -wired connection.
20.7 Guide Sign Data — Not Applicable
20.8 Cross Sections (Sign Installations) —NotApplicable
20.9 Quality Assurance/Quality Control
20.10 Supervision
21 SIGNALIZATION ANALYSIS — Not Applicable
22 SIGNALIZATION PLANS — Not Applicable
23 LIGHTING ANALYSIS
The CONSULTANT shall analyze and document Lighting Tasks in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
23.1 Lighting Justification Report — Not Applicable
23.2 Lighting Design Analysis Report (LDAR)
The CONSULTANT shall prepare a Preliminary Lighting Design Analysis Report in
accordance with the requirements of the FDOT Design Manual. The report shall be submitted
under a separate cover with the Phase II plans submittal. After approval of the preliminary
report, the CONSULTANT shall submit a revised report for each submittal.
The scope of the lighting design includes the following APTE's:
• APTE 2 — Pavement Lighting Along Heritage Trail (2 crossings - NE 2nd Avenue)
• APTE 77 — New Pedestrian Lighting
• APTE 81 — Lighting for Plantings
• APTE 82/93 — Lighting for Interactive Water Features
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• APTE 84 — Lighting for Sculptures and Public Art
• APTE 89 — Pole Mounted Luminaires for Parking
• APTE 94 — Lighting for Concrete Benches
• APTE 97 — Lighting for Signature Bridge Base
• APTE 102 — LED Lighting at Heritage Trail Crossings (2 crossings - NE 2nd Avenue)
The LDAR in conformance with FDM will be performed only for the following features:
• APTE 77 — New Pedestrian Lighting
• APTE 89 — Pole Mounted Luminaires for Parking
23.3 Voltage Drop Calculations
The CONSULTANT shall submit voltage drop calculations showing the equation or equations
used along with the number of luminaries per circuit, the length of each circuit, the size
conductor or conductors used and their ohm resistance values. The voltage drop incurred on
each circuit (total volts and percentage of drop) shall be calculated, and all work necessary to
calculate the voltage drop values for each circuit should be presented in such a manner as to
be duplicated by the District.
The Voltage Drop Calculations shall be submitted as part of the Lighting Design Analysis
Report.
Forty-five (45) circuits associated for the various APTE' s are estimated. Refer to Lighting
APTE's, Power and ITS roll plot for load center locations and estimated circuits.
23.4 FDEP Coordination and Report — Not Applicable
23.5 Reference and Master Design Files
The CONSULTANT shall prepare the Lighting Design file to include all necessary design
elements and all associated reference files.
Plan sheets include referencing nine lighting APTE features listed in Activity 23.2.
23.6 Temporary Highway Lighting — Not Applicable
23.7 Design Documentation
The CONSULTANT shall submit a Design Documentation with each plans submittal under a
separate cover and not part of the roadway documentation book. At a minimum, the design
documentation shall include:
• Phase submittal checklist.
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• Structural calculations for special conventional pole concrete foundations.
• Correspondence with the power company concerning new electrical service.
• Additional design documentation for ten APTE's to be included in LDAR for basis of
design.
23.8 Lighting Quantities for EQ Report
The CONSULTANT shall determine lighting pay items and quantities and the supporting
documentation.
Includes 76 light poles estimated for parking areas and pedestrian crossings.
23.9 Cost Estimate
Includes preparation of cost estimate.
23.10 Technical Special Provisions and Modified Special Provisions
The CONSULTANT shall prepare TSP's for the ten APTE's required for the project.
23.11 Other Lighting Analysis — Not Applicable
23.12 Field Reviews
The CONSULTANT shall collect information from the maintaining agencies and conduct a
field review. The review should include but is not limited to the following:
• Existing Lighting Equipment
• Load Center, Capabilities and Condition/Age
• Condition of Lighting Structure(s)
• Verification of horizontal clearances
• Verification of breakaway requirements
23.13 Technical Meetings
Includes meetings with the power company, City of Miami, Miami Dade County, FDOT,
Progress Internal meetings and phase review meetings.
23.14 Quality Assurance/Quality Control
23.15 Independent Peer Review — Not Applicable
23.16 Supervision
23.17 Coordination
24 LIGHTING PLANS
The CONSULTANT shall prepare a set of Lighting Plans in accordance with all applicable
manuals, guidelines, standards, handbooks, procedures, and current design memorandums.
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24.1 Key Sheet & Signature Sheet
24.2 General Notes/Pay Item Notes
Develop general notes related to fixture and luminaire type associated with the various
APTE's.
24.3 Pole Data, Legend & Criteria
Includes Pole Schedule for pedestrian light poles and parking light poles.
24.4 Project Layout
Includes the development of project layout sheet.
24.5 Plan Sheets
Develop plans sheets for approximately 2 miles of heritage trail lighting associated with each
APTE.
Plans will also include isolated areas for:
• Water Feature 1
• Water Feature 2
• Water Feature 3
• Amphitheater A
• Parking area 1, 2, 3 & 4
• Event Plaza 1, 2 and 3
24.6 Special Details
Develop details for APTE's, poles, fixtures, load center and panel schedule.
24.7 Service Point Details
Service points include Heritage Trail lighting, Water features, and some roadway lighting
changes. Includes the comfort stations and power to amphitheater, lighting load centers and
shared water features.
24.8 Temporary Highway Lighting Plan Sheets — Not Applicable
24.9 Quality Assurance/Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy and
coordination of traffic design drawings, specifications and other services furnished by the
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
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utilized to verify, independently check, and review all design drawings, specifications and
other services prepared as a part of the contract. The CONSULTANT shall describe how the
checking and review processes are to be documented to verify that the required procedures
were followed. The Quality Control Plan may be one utilized by the CONSULTANT as part
of their normal operation or it may be one specifically designed for this project.
24.10 Supervision
25 LANDSCAPE ANALYSIS — Not Applicable
26 LANDSCAPE PLANS — Not Applicable
27 SURVEY — Not Applicable
28 PHOTOGRAMMETRY — Not Applicable
29 MAPPING — Not Applicable
30 TERRESTRIAL MOBILE LiDAR — Not Applicable
31 ARCHITECTURE DEVELOPMENT
PHASE I - 30% SCHEMATIC DESIGN DOCUMENTS SUBMITTAL
After receipt of written authorization to proceed from the DEPARTMENT and based on the
approvals and any authorized adjustments to the Project Scope, Project Schedule or Budget, the
Design Professional shall prepare, submit and present for approval by the DEPARTMENT, Phase
I (30%) documents, comprised of, but not limited, to the following:
Documents
• Overall site aquatic plan in coordination with the project team and site designer with regards to
their detailing the various planned aquatic attractions in relation to adjacencies.
• Preliminary individual aquatic feature layout plans defining water edges, rough grading, egress
points, accessibility, and interface with adjacencies.
• Preliminary piping plans showing major pipe trunk runs from the mechanical spaces to each feature
with proposed locations for skimmers, drains and returns to ensure mixing and distribution of treated
water.
• Preliminary sections of each water feature and balance tank as required for coordination and further
detailed structural engineering in later stages.
• Initial selection of primary equipment (pumps filters, temperature control, primary and secondary
sanitation, water chemistry control, etc.) with design duty points and utility requirements.
o NOTE: Owner to confirm recommended primary equipment selected in SD. Changes to
equipment due to owner directive after SD may result in schedule delay or additional fees.
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• Water treatment and feature flow schematics (P&IDs) for each feature showing pipe sizes, flow rates,
valving and instrumentation for control.
• Size requirements and locations for aquatic mechanical system plant rooms or stand-alone buildings
coordinated with other disciplines and integrated within adjacent structures as best fitting the individual
situation for each feature.
• Prepare initial mechanical space layout plans and model (LOD100) in coordination with the team to
validate space requirements.
• Calculated estimation of anticipated utility loads and requirements for coordination with MEP and Civil
engineering disciplines.
PHASE II - 60% and 90% DESIGN DOCUMENTS SUBNIITAL:
After written Authorization to Proceed from DEPARTMENT and based on the approved Phase I
documents, and any adjustments in the scope or quality of the project or in the Fixed Limit of
Construction Cost authorized by DEPARTMENT, the Design Professional shall prepare for
approval by DEPARTMENT, Phase II (60% Construction) Documents setting forth in detail the
requirements for the construction of the Project. The Design Professional is responsible for the full
compliance of the design with all applicable codes. Phase II documents comprised of, but not
limited to, the following:
Documents
• In-house engineering calculations of hydraulic conditions for detailed development of specialty water
effects, waterfalls, pipe network head losses, etc. as necessary to finalize details for optimization of the
mechanical and control systems. If requested, we can prepare calculations in a sharable format for an
additional fee.
• Refined and coordinated layout plans and details for each aquatic attraction incorporating specialty
equipment vendor provided details, and including egress points, elevations, grading, deck markings,
finishes, underwater lighting, railings, accessibility and interface with adjacencies.
NOTE: Finishes are to be selected by the Owner/Architect/Landscape Architect and incorporated
into our details.
• Refinement of the coordinated site and individual water feature piping layout plans including locations
and detailing of drains, skimmers, inlets, outfalls, return channels, balance/collection tanks and
indicating pipelines with sizing annotations.
• Engineered water feature sections and edge details developed coordinating water features and spray
feature design requirements and integration of such with site design and balance tanks where
applicable.
• Coordination of water features and spray feature design requirements and integration of such with site
design and adjoining decking.
• Liaise with specialty manufacturers for selection of nozzles, jets, play features, etc. within the water
feature and inclusion of their required mechanical and structural allowances for M+E systems and
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control.
• Refined water treatment Process & Instrumentation Diagrams (P&IDs) for each aquatic attraction.
P&IDs will diagram pumping, piping, filtration, temperature control, primary and secondary sanitation,
feature flow, etc. indicating pipe sizing, flow rates, valving and instrumentation for system automation,
water level and water chemistry control.
• P&IDs shall include primary equipment tables indicating design operational duty points and
recommended/approved manufacturers.
• Refinement of utility loads and requirements for coordination with MEP and Civil engineering
disciplines.
• Refine aquatic mechanical room layout plans, sections, and elevations in coordinated 3D model (LOD
200) including equipment placement and primary pipe runs to show necessary operational and
maintenance clearances.
• Preliminary assessment of MEP requirements for aquatic mechanical vaults.
• Preliminary electrical design drawings for power distribution and control of aquatic mechanical systems
including power load tables, power distribution one -line diagrams, underwater lighting design and
process control narrative.
• Inter -Disciplinary Design coordination with project team and aquatic attraction vendors.
PHASE III - 100% (FINAL) CONSTRUCTION DOCUMENTS SUBMITTAL
• CD refinement of water feature layout, piping and mechanical system design documents produced in
previous phases.
• Structural reinforcing and dimensional detailing of the water feature structures including wet deck
areas, basin (xl), water feature mechanical vaults (x3), and water feature collection tanks (x3).
• Aquatic mechanical room layout plans, sections, and elevations in coordinated 3D model (LOD 300)
including equipment placement and primary pipe runs to show necessary operational and maintenance
clearances.
• Electrical design for power distribution to aquatic mechanical and control systems including wiring and
control diagrams, motor control centers, system automation, chemical monitoring and control systems
related to pumping, water treatment, temperature control, auto level control, and underwater lighting
design. Main power is to be brought to a designated connection point in each mechanical space.
• Electrical layout plans, schematic diagrams, and bonding & grounding details.
• Table of anticipated utility loads and requirements for coordination with project MEP and Civil
engineering disciplines.
• Aquatic mechanical vault MEP including:
o Interior lighting, lighting controls and selection of light fixtures.
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o General purpose layout for receptacles to meet the code and owner's specific requirements
within each vault.
o Electrical service and distribution design to serve the vault electrical needs including panel
schedules, sizing of feeders/branch circuits, load calculations and fault current analysis for
determining short circuit withstand ratings of all major electrical distribution components.
o Low voltage design including riser diagrams, layout, and general details for network
communications and fire alarm if required. Fire Alarm design will be for the purposes of
bidding. Permit to include a deferred submittal of the shop drawings specific to the
performance of contractor selected equipment.
o Ventilation/Exhaust design for each vault. No AC or heating is anticipated.
o Plumbing design covering drain sump, waste -water, domestic cold water connections to auto -
fill, hose bib, eye wash (including tepid water supply).
o Final Inter -Disciplinary Design Coordination Review to identify and resolve outstanding
coordination items with project team and aquatic attraction vendors.
o At the completion of the engineering work a complete drawing package, including written
specifications, will be submitted with appropriate engineering endorsement.
31.1 Architectural Program Review/Verification — Not Applicable
31.2 Key Sheet and Index of Sheets
Key sheets for: Overall set, Water Fountain, Structures, Signature Sheet, Index of
Drawings.
31.3 General Notes, Abbreviations, Symbols, and Legend
To be included for the overall plan set.
31.4 Life Safety Plans — Not Applicable
31.5 Site Plans — Not Applicable
31.6 Floor Plans (small scale) — NotApplicable
31.7 Floor Plans (large scale) — Not Applicable
31.8 Exterior Elevations —NotApplicable
31.9 Roof Plans — Not Applicable
31.10 Roof Details —NotApplicable
31.11 Interior Elevations —NotApplicable
31.12 Rest Room Plans (Enlarged) —NotApplicable
31.13 Rest Room Elevations — NotApplicable
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31.14 Building Sections — Not Applicable
31.15 Stair Section, Enlarged Stair Plan and Details — NotApplicable
31.16 Reflective Ceiling Plans — Not Applicable
31.17 Room Finish Schedule or Finish Plan — Not Applicable
31.18 Door and Window Finish Schedule — Not Applicable
31.19 Door Jamb Details and Window Details —NotApplicable
31.20 Exterior Wall Sections —NotApplicable
31.21 Interior Wall Sections —NotApplicable
31.22 Overhead Door Details —NotApplicable
31.23 Curtain Wall Details —NotApplicable
31.24 Fascia, Soffit and Parapet Details —NotApplicable
31.25 Signage Details —NotApplicable
31.26 Miscellaneous Details — NotApplicable
31.27 Repetitive Sheets — Not Applicable
31.28 Design Narrative Reports — NotApplicable
31.29 Permitting
Permitting is anticipated to be through the City of Miami System.
31.30 Other Pertinent Project Documentation — NotApplicable
31.31 Cost Estimate — Not Applicable
31.32 Technical Special Provisions and Modified Special Provisions Packages —Not
Applicable
31.33 Field Reviews — Not Applicable
31.34 Technical Meetings — NotApplicable
31.35 Quality Assurance/Quality Control
31.36 Meeting with Independent Peer Review —NotApplicable
31.37 Supervision
31.38 General Notes, Abbreviations, Symbols, and Legend
31.39 Foundation Plans (Small Scale) — NotApplicable
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31.40 Foundation Plans (Large Scale)
Water Features. 3 pump rooms (underground) and 3 reservoirs.
31.41 Slab Plans (Small Scale)—NotApplicable
31.42 Slab Plans (Large Scale) — NotApplicable
31.43 Slab Placement Plans — NotApplicable
31.44 Slab Placement Details —NotApplicable
31.45 Foundation Sections —NotApplicable
31.46 Foundation Details
Includes structural details for Water Features structural items.
31.47 Slab Sections
See 31.46
31.48 Slab Details
See 31.46
31.49 Roof Framing Plans (Small Scale)—NotApplicable
31.50 Roof Framing Plans (Large Scale) — NotApplicable
31.51 Roof Loading Plans and Details —NotApplicable
31.52 Roof Sections —NotApplicable
31.53 Roof Details —NotApplicable
31.54 Bearing Wall Sections —NotApplicable
31.55 Bearing Wall Details —NotApplicable
31.56 Column Sections
Includes design for Pipe for water fall under pedestrian Bridge
31.57 Column Details
See 31.56
31.58 Miscellaneous Sections —NotApplicable
31.59 Repetitive Sheets — Not Applicable
31.60 Other Pertinent Project Documentation — NotApplicable
31.61 Cost Estimate — Not Applicable
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31.62 Technical Special Provisions and Modified Special Provisions Packages
Includes preparation of specifications.
31.63 Field Reviews
Includes only 4 site visits for the Water fountain design.
31.64 Technical Meetings
31.64.1 FDOT — Not Applicable
31.64.2 Local Governments (cities)
Includes meetings with City and FDOT for Water Fountain structures design.
31.64.3 Local Governments (counties)
Includes City of Miami Building Department meetings for the Water Fountain design.
31.64.4 Other Meetings
Internal design meetings for Water Fountain lighting design.
31.64.5 Progress Meetings
FDOT and City of Miami meetings for the Water Fountain Consultant.
31.64.6 Phase Review Meetings
Includes Comment Resolution Meetings.
31.65 Quality Assurance/Quality Control
31.66 Independent Peer Review — Not Applicable
31.67 Supervision
Mechanical Plans
31.68 General Notes, Abbreviations, Symbols, Legend, and Code Issues —Not Applicable
31.69 Plans (Small Scale) — Not Applicable
31.70 Plans (Large Scale) —Not Applicable
31.71 Details
Includes details for Water Feature pump room mechanical.
31.72 Sections — Not Applicable
31.73 Piping Schematics
Includes details for Water Feature pump room mechanical.
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31.74 Control Plans — Not Applicable
31.75 Schedules — Not Applicable
31.76 HVAC Calculations — Not Applicable
31.77 Life Cycle Cost Analysis — Not Applicable
31.78 Repetitive Sheets — Not Applicable
31.79 Other Pertinent Project Documentation — Not Applicable
31.80 Cost Estimate — Not Applicable
31.81 Technical Special Provisions and Modified Special Provisions Packages
Includes preparation of specifications.
31.82 Field Reviews
Review of Mechanical Systems.
31.83 Technical Meetings
31.83.1 FDOT — Not Applicable
31.83.2 Local Governments (cities)
Includes meeting with City of Miami for Water Features design.
31.83.3 Local Governments (counties) — Not Applicable
31.83.4 Other Meetings
Internal design meetings.
31.83.5 Progress Meetings
Meetings with the City of Miami and FDOT.
31.83.6 Phase Review Meetings
Comment Resolution Meetings.
31.84 Quality Assurance/Quality Control
31.85 Independent Peer Review — Not Applicable
31.86 Supervision
Plumbing Plans
31.87 General Notes, Abbreviations, Symbols, Legend, and Code Issues
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Include plan notes.
31.88 Plans (Small Scale)
Water Feature pump room and site plumbing, includes, pumps, strainers, filters, UV filters,
bends, fittings, water pressure calculations.
31.89 Plans (Large Scale)
Water Feature pump room and site plumbing, includes, pumps, strainers, filters, UV filters,
bends, fittings, water pressure calculations.
31.90 Isometrics (Large Scale) — Not Applicable
31.91 Riser Diagrams
Includes plumbing riser diagrams and details for manifolds and nozzles, review product
data, plumbing control panel details and sizing, wind shut-off calculations.
31.92 Details
Includes details for Water Feature plumbing.
31.93 Repetitive Sheets
31.94 Other Pertinent Project Documentation — Not Applicable
31.95 Cost Estimate — Not Applicable
31.96 Technical Special Provisions and Modified Special Provisions Packages
Includes preparation of specifications.
31.97 Field Reviews
Includes site visits to review flow requirements for water features and travel.
31.98 Technical Meetings
31.98.1 FDOT — Not Applicable
31.98.2 Local Governments (cities)
Meetings with the City of Miami for Water Feature design.
31.98.3 Local Governments (counties)
Meetings with the Department of Health and DEP/DERM.
31.98.4 Other Meetings
Internal design meetings.
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31.98.5 Progress Meetings
Workshops with City and FDOT to review design.
31.98.6 Phase Review Meetings
Comment Resolution Meetings.
31.99 Quality Assurance/Quality Control
31.100 Independent Peer Review — Not Applicable
31.101 Supervision
Fire Protection Plan—NotApplicable
31.102 General Notes, Abbreviations, Symbols, Legend, and Code Issues —NotApplicable
31.103 Fire Protection Plan — NotApplicable
31.104 Riser Diagram, Details, and Partial Plans —NotApplicable
31.105 Hydraulic Calculation — NotApplicable
31.106 Repetitive Sheets — Not Applicable
31.107 Other Pertinent Project Documentation —NotApplicable
31.108 Cost Estimate — Not Applicable
31.109 Technical Special Provisions and Modified Special Provisions Packages —Not
Applicable
31.110 Field Reviews — Not Applicable
31.111 Technical Meetings—NotApplicable
31.112 Quality Assurance/Quality Control — Not Applicable
31.113 Independent Peer Review — Not Applicable
31.114 Supervision — NotApplicable
Electrical Plans
31.115 General Notes, Abbreviations, Symbols, Legend, and Code Issues —NotApplicable
31.116 Electrical Site Plan
Water Feature electrical plans analysis.
31.117 Lighting Plans
Water Features electrical plan preparation.
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31.118 Lighting Fixtures Schedules
Water Feature Schedules.
31.119 Lighting Fixtures Details
Overall lighting analysis for Underdeck. including the water Features, Amphitheater lawn,
Dog Play area, Parking Area, Event Plaza 1, 2 and 3. Pump track.
31.120 Lightning Protection Plans
Water Features lightning protection.
31.121 Lightning Protection Details
Details for water features lightning protection.
31.122 Power Plans
Water Features power plans.
31.123 Power Distribution Riser Diagrams
Water Features electrical riser diagrams.
31.124 Panel Board Schedules
Water Features electrical panel schedules.
31.125 Data Plans — Not Applicable
31.126 Data Details — Not Applicable
31.127 Communication Plans — Not Applicable
31.128 Communication Details — Not Applicable
31.129 Security Alarm System Plans —NotApplicable
31.130 Miscellaneous Details — NotApplicable
31.131 Repetitive Sheets — Not Applicable
31.132 Energy Analysis
Underdeck Panel Distribution Riser diagrams and panel schedules.
31.133 Other Pertinent Project Documentation — NotApplicable
31.134 Cost Estimate — Not Applicable
31.135 Technical Special Provisions and Modified Special Provisions Packages
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Includes preparation of specifications.
31.136 Field Reviews
Site visits for lighting througout park, including water feature testing.
31.137 Technical Meetings
31.137.1 FDOT — Not Applicable
31.137.2 Local Governments (cities)
Meetings with the City of Miami for Water Fountains Lighting requirements.
31.137.3 Local Governments (counties) — Not Applicable
31.137.4 Other Meetings
Internal design meetings for Water Fountain lighting.
31.137.5 Progress Meetings
Includes meetings with FDOT and the City of Miami
31.137.6 Phase Review Meetings
Comment Resolution Meetings.
31.138 Quality Assurance/Quality Control
31.139 Independent Peer Review — Not Applicable
31.140 Supervision
31.141 GBRS Certification — Not Applicable
31.142 Coordination — Not Applicable
31.143 Building Information Modeling (BIM) — Not Applicable
32 NOISE BARRIERS IMPACT DESIGN ASSESSMENT IN THE DESIGN
PHASE — Not Applicable
33 INTELLIGENT TRANSPORTATION SYSTEMS ANALYSIS
33.1 ITS Analysis — Not Applicable
33.2 Communications Subsystem Analysis
The CONSULTANT shall develop a conduit communications plan for the installation of fiber
optic cable by others. The Conduit system shall extend throughout Zone A, Zones 1, Zone 2
and Zone 3. The conduit system primary backbone shall consist of six (6), 2-inch HDPE
Page 35 of 39
conduits and secondary conduits (branch conduit) consisting of two (2), 2-inch conduits with
associated pull boxes and splice boxes for termination points such as Hubs, internet service
providers (ISP's) and WiFi locations.
33.3 Grounding, Surge Suppression, and Lightning Protection Analysis
The CONSULTANT shall be responsible for a complete and reliable grounding, system
related to the conduit locate wire terminal above poles or equipment shall be determined
using applicable standards. See FDM 233.3.8 for additional design requirements.
33.4 Power Subsystem — Not Applicable
33.5 Voltage Drop Calculations —Not Applicable
33.6 Design Documentation
The CONSULTANT shall submit a Design Documentation with each plan submittal under
separate cover and not part of the roadway documentation book. At a minimum, the design
documentation book shall include:
Quantities and engineers estimate for all applicable items on plans.
33.7 Existing ITS — Not Applicable
33.8 Queue Analysis — Not Applicable
33.9 Reference and Master ITS Design File — Not Applicable
33.10 Reference and Master Communications Design File —NotApplicable
33.11 ITS Poles and Overhead Structures Elevation Analysis —NotApplicable
33.12 DMS Sign Panel Design Analysis — Not Applicable
33.13 ITS Quantities for EQ Report — Not Applicable
33.14 Cost Estimate — Not Applicable
33.15 Technical Special Provisions and Modified Special Provisions —NotApplicable
33.16 Other ITS Analyses — Not Applicable
33.17 Field Reviews
The CONSULTANT shall conduct a field review for the required phase submittals. The review
shall identify necessary data for all elements of the project including, but not limited to, the
following:
• Underground Infrastructure
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• Proximity of other utilities
• Any other field reconnaissance as necessary to develop a complete design package
33.18 Technical Meetings
The CONSULTANT shall attend meetings as necessary to support the project.
Includes meetings with City of Miami as well as progress meetings.
33.19 Quality Assurance / Quality Control
The CONSULTANT shall be responsible for the professional quality, technical accuracy and
coordination of designs, drawings, specifications, and other services and work furnished by the
CONSULTANT under this contract.
The CONSULTANT shall provide a Quality Control Plan that describes the procedures to be
utilized to verify, independently check, and review all design drawings, specifications, and
other documentation prepared as a part of the contract. The CONSULTANT shall describe
how the checking and review processes are to be documented to verify that the required
procedures were followed. The Quality Control Plan may be one utilized by the
CONSULTANT as part of their normal operation or may be one specifically designed for this
project. The CONSULTANT shall utilize the District's quality control checklist. The
esponsible Professional Engineer that performed the Quality Control review shall sign a
statement certifying that the review was conducted.
The CONSULTANT shall, without additional compensation, correct all errors or deficiencies
in their works.
33.20 Supervision
The CONSULTANT shall provide all efforts required to supervise all technical design
activities.
33.21 Coordination
The CONSULTANT shall coordinate with Survey, Geotech, Drainage, Structures, Lighting,
Roadway Design, Utilities, municipalities, maintaining agencies and Traffic Operations to
produce a final set of construction contract documents and to ensure that a high degree of
accuracy for the design plans is achieved. The CONSULTANT shall coordinate with the
roadway Utility Adjustment Plan to incorporate all ITS support structural foundations symbols
drawn to scale in the Utility Adjustment Plans and attend the utility design meetings conveying
the information to all utility owners to preserve the location of the proposed foundations and
avoid any conflicts.
34 INTELLIGENT TRANSPORTATION SYSTEMS PLANS
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The CONSULTANT shall prepare a set of ITS Plans in accordance with the FDOT Design Manual
that includes the following:
34.1 Key Sheet
The CONSULTANT shall prepare the key sheet in accordance with the latest format depicted
in the FDM, MUTCD, Standard Specifications and Developmental Specifications Standard
Plans.
34.2 General Notes / Pay Item Notes
The CONSULTANT shall include all pertinent general notes and pay item notes as deemed fit
and as established by the District.
34.3 Project Layout — Not Applicable
34.4 Typical and Special Details
The CONSULTANT shall prepare typical and / or special details for conditions in the project
not addressed by the DEPARTMENT's Standard Plans for Design, Construction, Maintenance,
and Utility Operations on the State Highway System. The CONSULTANT shall revise pull
box and splice box detail to include pull/splice box cover legend and required information.
34.5 Plan Sheet
The CONSULTANT shall prepare the ITS plan sheets utilizing the Design file to include all
necessary information related to the project design elements and all associated reference files.
The plan sheets shall include general and pay item notes and pay items. The plans shall depict
the location of pull boxes, splice boxes and conduit runs.
34.6 ITS Communications Plans —NotApplicable
34.7 Fiber Optic Splice Diagrams — NotApplicable
34.8 Grounding and Lightning Protection Plans —NotApplicable (Included in 33.3)
34.9 Cross Sections —NotApplicable
34.10 Guide Sign Work Sheets — Not Applicable
34.11 Special Service Point Details —NotApplicable
34.12 Strain Pole Schedule — NotApplicable
34.13 Overhead / Cantilever Sign Structure — Not Applicable
34.14 Other Overhead Sign Structures (Long Span, Monotube, etc.) — Not Applicable
34.15 Temporary Traffic Control Plans — NotApplicable
34.16 Interim Standards — Not Applicable
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34.17 GIS Data and Asset Management Requirements — Not Applicable
34.18 Quality Assurance / Quality Control
The CONSULTANT shall utilize the District's quality control checklist for traffic design
drawings in addition to the QC effort described in section three.
34.19 Supervision
Th e CONSULTANT shall supervise all technical design activities.
35 GEOTECHNICAL — Not Applicable
36 3D MODELING — Not Applicable
37 PROJECT REQUIREMENTS — Not Applicable
38 INVOICING LIMITS — Not Applicable
Page 39 of 39
plusurbia
Ricardo Escobar, P.E.
Sr. Engineer
Ardurra, Inc.
8600 NW 17th Street, Suite 200,
Dora!, FL 33126
1-395 UNDERDECK — SCOPE OF WORK — PHASE II
2023 NOVEMBER 29
Mr. Escobar,
PlusUrbia LLC ('PUD' or 'The Consultant') is pleased to submit this scope of services for the 1-395
Underdeck Miami Heritage Trail Project ('The Project') FPN# 251688-1-52-01, Located in the City of
Miami, FL. The following scope of services outlines our specific agreed -upon tasks for Zones 2 and
3 of the project area only. Accompanying this scope are the following exhibits:
• Exhibit 'A' — Final agreed -upon Estimate of Work Effort and Cost Spreadsheet
• Exhibit 'B' — Final agreed -upon element 25 'Landscape Analysis' work effort and scope
spreadsheet
• Exhibit 'C' — Final agreed -upon element 26 'Landscape Plans' work effort and scope
spreadsheet
• Exhibit 'D' — Final agreed -upon element 31 'Architecture Development' work effort and scope
spreadsheet
SCOPE OF SERVICES
2 PROJECT DESCRIPTION
The CONSULTANT shall investigate the status of the project and become familiar with concepts and
commitments (typical sections, alignments, etc.) developed from prior studies and/or activities. If
a Preliminary Engineering Report is available from a prior or current Project Development and
Environment (PD&E) study, the CONSULTANT shall use the approved concepts as a basis for the
design unless otherwise directed by the DEPARTMENT. Note PlusUrbia's scope of services are
limited to the following for Zones 2 and 3 of the project area only:
2.1 Project General and Roadway (Activities 3, 4, and 5)
Public Involvement (Number of Meetings):
• Miami Dade County Board of Commissioners — Public Hearing (1)
• OMNI CRA - Public Hearing (2)
• Overtown CRA - Public Hearing (2)
• City of Miami Board of Commissioners — Public Hearing (1)
Other Agency Presentations/Meetings:
Agency Number of Meetings
Miami Dade County (Various Agencies) 3
City of Miami (Various Agencies) 3
Miami Dade County DERM 1
Utility Companies Coordination 1
FDOT/ Design Team Coordination 36
FDOT Phase Review Meetings 3
1385 CORAL WAY, PH401 I MIAMI, FLORIDA 33145
T+1.305.444.4850 I info@plusurbia.com
1-395 Underdeck Miami Heritage Trail Scope of Services Phase 2
Date: November 29, 2023 / Page 2 of 3
2.9 Landscape (Activities 25 & 26)
Include coordination with existing and/or proposed underground utilities including but not
limited to FDOT lighting, drainage and Intelligent Transportation Systems (ITS). Landscape
coordination with ITS shall include both underground conflicts and above -ground impacts to
existing and/or proposed ITS coverage. The CONSULTANT shall closely coordinate with the
Department's ITS units to ensure that all conflicts are identified, addressed and mitigated in the
Contract Documents.
• Planting Plans: By Others
• Irrigation Plans: By Others
• Outdoor Advertising: Not In Scope
• Hardscape Plans: Plans include the following elements:
o Paving (exclusive of ROWs)
o Specialty features including: basketball court, playground dog park,
fountain hardscape elements
o Note: Fountain design is exclusive of MEP scope
o Site Furniture
We will provide structural design/ calculations sufficient for submission to the City of Miami
Building Department for the following site items:
• Custom cast -in -place benches (APTE 53)
• Cast -in -place seat wall/ planter (APTE 59, 70)
• Sculpture bases (APTE 33, 52) Note: Structural design limited to sculpture base
design only.
We will provide CSI format specifications for the related work listed above
The following elements will be included as a delegated design by the chosen manufacturer
and will not require separate structural calculations, but rather a review by our structural
engineer only:
• Basketball hoop goal posts (APTE 19)
• Basketball fencing (APTE 19)
• Play equipment (APTE 26)
• Stand alone wayfinding sign posts (APTE 64)
• Free standing exercise equipment (APTE 71)
• Free standing bollards (APTE 58)
The following elements are off -the -shelf catalog elements that will not require structural
calculations. Installation will be per manufacturer's specifications:
• Trash/ Recycle bins (APTE 61)
• Bike racks (APTE 62)
• Drinking fountains (APTE 63)
• Benches (APTE 67)
• All lighting associated with the project
2.11 Maintenance Plan (Activity 26)
PUD will include a written plan for care and maintenance of the hardscape elements listed in
this scope of services as per section 26.11. The maintenance plan will be developed in
performance -based language and will be in coordination with the local government entity who
assumes the maintenance obligation
1385 CORAL WAY, PH 401 I MIAMI, FLORIDA 33145
T +1.305.444.4850 I info@plusurbia.com
1-395 Underdeck Miami Heritage Trail Scope of Services Phase 2
Date: November 29, 2023 / Page 3 of 3
DELIVERABLES
PlusUrbia will provide three (3) submittals as follows:
1. 60°%a submittal
2. 90°%a submittal
3. 100% submittal
2.14 Architecture (Activity 31)
PlusUrbia will develop architectural plans including structural and MEP plans for the two (2)
comfort stations associated with Zones 2 (APTE 36) and 3 (APTE 58). In addition to plans, we
will provide CSI format specifications.
DELIVERABLES
We will provide three (3) technical plan submittals as follows:
1. 60°%a submittal
2. 90°%a submittal
3. 100% submittal
Refer to the attached exhibits for a detailed description of our scope and deliverables.
Sincerely,
2/Iit1U1�
JUAN MULLERAT
PLUSURBIA DESIGN
1385 CORAL WAY, PH 401 I MIAMI, FLORIDA 33145
T +1.305.444.4850 I info@plusurbia.com
December 4, 2023
Ricardo Escobar, PE, CGC
Ardurra
8600 NW 17t" Street
Suite 200
Dora!, FL 33126
Re: 1-395 Underdeck Miami Heritage Trail
FM 251668-1-52-01
Connecting Miami, 1-395, SR-836, 1-95
Amendment Number 1 for Professional Landscape Architecture Consulting Services
Dear Mr. Escobar,
Kimley-Horn and Associates, Inc. ("Kimley-Horn" or "Consultant") and Ardurra ("Client") entered in
a Professional Services Agreement dated February 23, 2022 ("Agreement") concerning I-395/SR836
From NW 17t" AVE. to Biscayne Bay/I-95 from NW 8t" ST. to NW 29t" ST. FDIPs 1-395 251688-1-52-
01; 1-95 429300-2-52-01; SR 836 WB CONN 423126-2-52-01;MDX 423126-1-52-01 and MDWASD
251688-1-56-02/MDX WPN 83611; Contract E-6J53 Miami -Dade County ("Project").
The parties now desire to amend the Agreement to include services to be performed by Consultant for
compensation as set forth below in accordance with the terms of the Agreement, which are incorporated
by reference. Our project understanding, scope of services, schedule, and fee follow.
PROJECT UNDERSTANDING
Theo proposed project consist of the preparation of limited landscape architectural documents for the
landscape areas associated with the Project, based on the design of FM 2251668-1-52-01, 1-395
Underdeck Miami Heritage Trail. The scope of work area is defined as shown in Exhibit "A" and
includes Zones A, 1 through 3, and Right of Way Planting and Irrigation.
PROJECT ASSUMPTIONS
This agreement is based on the following assumptions:
• The Client will provide a current boundary, topographic and detailed tree survey in AutoCAD (dwg)
electronic file format.
• It is assumed that the property does not contain archaeological sites, environmental issues or
species of concern that will be impacted by this project.
• It is our understanding that there are not any existing trees within the project limits. Therefore,
preparation of tree inventory/tree disposition plans are not part of this scope of services.
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• This scope of services does not include coordination of non- nursery grown off -site trees if proposed
to be included as part of the project.
• Kimley-Horn will provide specifications as notes on the plans. CSI format or written specifications
are not part of this scope of services.
• Services associated with land use amendments, re -zonings, variances, public involvement
activities, platting, easement negotiations/modifications or any related/similar entitlement process
or deliverables are excluded.
• It is assumed that the site plan will be `frozen' upon the Client's written notice to proceed with
Contract Documents.
• Irrigation points of connections are to be provided to Kimley-Horn by the civil engineer or Client at
the beginning of the contract document task.
• Hardscape, site lighting, grading and drainage design is not part of this scope of services.
• The project will be designed, permitted, constructed, and turned over to the City in one phase, &
as such one permit package will be prepared and submitted, depicting a one phase project.
• The Client will retain Geotechnical services necessary for the project.
• FDOT VI does not require a Certified Arborist report. If required by the City of Miami, the Client will
retain a licensed ISA certified consulting arborist under a separate contract to provide the
documentation required by the City of Miami and associated with existing trees on -site and the
related landscape architectural work.
• The project drawings will be produced in AutoCAD "dwg" (2-D) format. This scope of services does
not include the development of a 3-D Building Information Model (BIM) or MicroStation format files.
• Preparation of as -built drawings are not part of this scope of services.
• The Client will hire a "Private Provider" and "Permit Expeditor" who will be responsible for
coordinating and leading the permit process.
• Kimley-Horn will revise the contract documents created under this scope of services up to two (2)
times in order to address reasonable agency comments. If Agency or Client comments require
significant changes to the design intent, Kimley-Horn will perform said revisions as an additional
service.
• All design outside of the Exhibit limits will be an additional service, if required by the Client.
• During the course of the project, if actual requirements or conditions are found to be different from
the assumptions above, the Consultant will submit a supplemental scope of services and fee for
any additional work (i.e. additional Construction Administration, site plan revisions, changes to
design caused by other than Kimley-Horn, etc.) that may be required by the Client for consideration.
• Kimley-Horn assumes all information provided by the Client can be relied upon in the performance
of professional services in accordance with the requirements of 62B-33 F.A.C.
BASE SCOPE OF SERVICES
Upon written notice to proceed and using the Client provided topographic and boundary survey, Client
approved site plan, and previously prepared schematic design documents, Kimley-Horn will proceed
with the preparation of the following:
TASK 1 - LANDSCAPE CONTRACT DOCUMENTS
Planting Plans: Kimley-Horn will prepare planting plans to include proposed trees, palms, and
understory plantings. Planting plan will include a detailed layout of the proposed plantings with a plant
list identifying species, quantities, and sizes for all trees, shrubs, ground covers, and ornamental
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grasses. Planting plans differentiate between turf and planter areas and will identify plant species
symbols and plant quantities for each bed.
Plant Schedule of Materials: Kimley-Horn will prepare a schedule of proposed plant materials to be
used in the project. Size requirements, typical spacing, and comments will be provided. These materials
will be selected based on their visual value, maintenance demands, and horticultural compatibility with
the South Florida hardiness zone.
Planting Details: Kimley-Horn will prepare typical planting details to communicate the proper result of
plant installation, including anchoring details, a plant spacing diagram, and tree guying.
Site Lighting and Structures Coordination: Kimley-Horn will coordinate the site lighting, and above
ground structures with the Client and the Client consultants. Kimley-Horn will incorporate those specific
site lighting, and above ground structures in the landscape plan.
Specialty Landscaping TSP: Kimley-Horn will prepare a TSP for specialty landscaping. This TSP is
for specialized shade and semi -shade tolerant plantings underneath the overhead highway in addition
to full sun tolerant plant species in the open areas.
Deliverables: Kimley-Horn will make three (3) formal submittals at the following stage of percent
complete: 60%, 90% and Final completion and respond to FDOT and City of Miami comments during
this phase which will consist of updated quantities and the following:
• Planting Plans
• Plant Schedule of Materials
• Planting Details
• Specialty Landscaping TSP
■ PDF's of the plans and details listed above
This task assumes that the contract documents will not require phasing.
TASK 2 - IRRIGATION CONTRACT DOCUMENTS
Irrigation Plan & Details: Kimley-Horn will provide irrigation plan and irrigation details based upon the
completed Task 1 landscape plans. Kimley-Horn will provide the following irrigation design services:
• Calculation of irrigation system requirements based on municipal requirements.
• Irrigation mainline and sub -mainline sizing with recommended routing.
• Master central control evaluation and recommendation, including analysis of system operation.
• Irrigation controller locations with power supply drop locations (electrical design and permitting for
controllers shall be provided by the contractor), as necessary.
■ Irrigation plans will include detailed zones and head layout.
■ Material legend of components.
■ Ancillary notes, calculations, and labels required to develop an irrigation system.
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Kimley »Horn
Irrigation TSP: Kimley-Horn will prepare a TSP for irrigation.
Deliverables: Kimley-Horn will make three (3) formal submittals at the following stage of percent
complete: 60%, 90% and Final completion and respond to FDOT and City of Miami comments during
this phase which will consist of updated quantities and the following:
• Irrigation Plans
• Irrigation Notes & Details
• Irrigation TSP
• PDF's of the plans and details listed above
This task assumes that the contract documents will not require phasing.
TASK 3 — PERMITTING ASSISTANCE
Kimley-Horn will package the 90°/0 plans created under Tasks 1 and 2 for subsequent transmittal by
the Client to the following elative governmental agencies:
• City of Miami
• FDOT District 6
This task assumes that the Client or the Client's permit expeditor will be responsible for submitting,
routing, processing, and coordinating the permitting process.
This task also assumes that the Client is responsible for collecting and issuing written agency
comments to Kimley-Horn.
This task is limited to revising plans and providing comment responses to address up to two (2) rounds
of agency comments. If above agencies alter the design after the second round of comments or
provides additional new comments, Kimley-Horn will continue addressing the comments as additional
services with written authorization from the Client. Permit fees and impact fees are to be provided by
the Client.
This task assumes that the contract documents will not require phasing.
TASK 4 — LIMITED CONSTRUCTION PHASE ASSISTANCE
Kimley-Horn will provide limited construction phase assistance for aiding Client during construction.
This task assumes that the construction schedule for the landscape architecture components shall not
exceed an 18-month timeframe for the landscape architectural components of the project under this
scope of services. If the construction schedule is extended or delayed, then Kimley-Horn will be entitled
to additional services. These services are as follows:
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2 Alhambra Plaza, Suite 500, Coral Gables, FL 33134
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• Pre -Construction Meeting — Attend one (1) local pre -construction meeting with the Client and
Contractor prior to commencement of work at the site. Meeting will be attended by two (2)
landscape architects. The Contractor shall coordinate the meeting to include all involved disciplines
and agency representatives. It is understood that the Contractor will conduct the meeting, prepare,
and provide attendee list, agenda, and minutes. Individual/partial meetings to kick off portions of
the work will be considered an additional service.
• OAC meetings/Site Visits — Attend up to eight (8) in person or virtual OAC meetings/site visits to
observe construction activities and document the progress of work.
• RFI's and Shop Drawings — Review and respond to up to twelve (12) RFI's and twelve (12) shop
drawings.
• Nursery Visits — Attend up to two (2) nursery visits with the landscape contractor to tag
trees/palms.
• Substantial Completion and Punch -list — Perform one (1) site walk-thru with the Client, Owner,
and Contractor to observe and evaluate the completed work for conformance with the approved
landscape architecture contract drawings. If it is determined that the work is not substantially
complete, the site walk-thru will be postponed until the Contractor completes brings the project to
an acceptable substantial completion level. After the substantial completion walkthrough, Kimley-
Horn staff will prepare and issue to the Contractor a punch -list of items found to be incomplete,
damaged, defective or in non -compliant with the contract documents.
• Final Notice of Acceptability of the Work — Once the Contractor confirms that all corrective action
from the punch -list has been completed, one landscape architect will attend one (1) final site walk-
thru with the Client, Owner, and Contractor to confirm. If so, Kimley-Horn will issue a written
statement to the Client that the work is generally in accordance with the contract documents along
with a recommendation to release final payment to Contractor. If the work is found to be incomplete,
additional site walkthroughs will be attended as an additional service.
• Limitation of Responsibilities — Kimley-Horn shall not be responsible for the acts or omissions of
any Contractor, or of any of their subcontractors, suppliers, or of any other individual or entity
performing or furnishing the Work. Kimley-Horn shall not have the authority or responsibility to stop
the work of any Contractor.
TASK 5 - PROJECT MEETINGS
Kimley-Horn will attend project meetings with the Client, Design Team, FDOT and the City of Miami as
follows:
• One (1) Kick -Off Meeting — to be attended by two landscape architects/3-hour meeting.
• Up to six (6) meetings with the maintaining agencies (City of Miami) to be attended by two
landscape architects/3 hours per meeting.
• One (1) meeting with utility owners to be attended by two landscape architects/3-hour meeting.
• One (1) meeting with City of Miami Tree Resource Group to be attended by one landscape
architect/3-hour meeting.
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■ Up to six (6) meetings with local citizen groups to be attended by two landscape architects/3 hours
per meeting.
■ Up to thirty-six (36) Design Team Coordination meetings/2 per month for a period of 18 months to
be attended by two landscape architects/3 hours per meeting.
■ Up to two (2) Phase Review Meetings to be attended by two landscape architects/3 hours per
meeting.
TASK 6 - MAINTENANCE PLAN
Kimley-Horn will prepare a Maintenance Plan for care and maintenance of the plants and beds,
hardscape, and irrigation system after the establishment period. The Maintenance Plan will be
developed in performance -based language and will be in coordination with the local government entity
who assumes the maintenance obligation.
The Maintenance Plan will include a schedule of maintenance activities for the proposed plant material
specified as pad of this scope of services. The maintenance plan will be carried out with the health and
natural grown of the plant material and will consist of requirements for the following:
■ Irrigation system watering schedule
■ Fertilization
• Mulching
• Pruning
• Mowing
In addition, Kimley-Horn will coordinate with the landscape contractor performing the landscape and
irrigation installation to provide an annual maintenance opinion of probable costs.
TO BE PROVIDED BY THE CLIENT
The following information or documents are to be provided by the Client:
■ Boundary/topographic survey of the site including the right-of-way fronting of the site prepared by
a Professional Land Surveyor retained by the Client. The survey will be provided in both electronic
(AutoCAD 2007 or later) and as hardcopies signed and sealed by a professional land surveyor.
The survey will include all surface structures, utility structures with inverts, landscape, and
hardscape features. Electronic CAD files shall be prepared using Kimley-Horn CAD standard layers
and colors.
• Certified Arborist report is requested by City.
• Electronic site plan overlaid on the boundary/topographic survey in AutoCAD format.
• Site access and authorization to represent the Client on permit inquires.
• Ownership documentation required during the process
■ Available environmental reports
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• Geotechnical test reports and those test results necessary to perform the drainage calculations
inclusive of drainage well and percolation test results.
• Permit application fees, impact fees, lobbyist fees and plan review fees.
• Site access and authorization to represent the Client on permit applications.
• Available As -built information.
Kimley-Horn assumes all information provided by the Client can be relied upon in the performance of
professional services in accordance with the requirements of 62B-33 F.A.C.
SCHEDULE
Kimley-Horn will provide the above Scope of Services as expeditiously as possible to meet a mutually
agreed upon schedule. A project schedule will be developed and discussed at the first progress
meeting. The project schedule will be maintained throughout the performance of the scope of services.
PROJECT RECOGNITION
The Client agrees to credit Kimley-Horn and Associates, Inc. for all Kimley-Horn generated images of
the project and to identify Kimley-Horn as the Landscape Architect of Record for the planting and
irrigation design portion of the Project in all communications, advertisements and marketing materials.
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Kimley»>Horn
To ensure proper set up of your projects so that we can get started, please complete, and return with
the signed copy of this Agreement with the attached Request for Information.
We appreciate the opportunity to provide these services to you. Please contact me if you have any
questions.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
By: Aaron E. Buchler, P.E.
CLI2E1d6—
Principal
EXHIBIT "A"
ZONE A
ZONE 1
ZONE2
ZONE3
■ RIGHT OF WAY- Streetscape and Irrigation Areas
CONCEPT PLAN
ZONE A
ZONE 1
ZONE 2
ZONE 3
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Design 2 Form - Frazier — Hall Associates
SCOPE OF SERVICES
FOR
I — 395 Underdeck Project
Zone A and Zone 1
October 12, 2023
Page A-1
Contents
PROJECT DESCRIPTION: 3
31 ARCHITECTURE DEVELOPMENT 3
Page A-2
SCOPE OF SERVICES FOR CONSULTING ARCHITECTURAL AND ENGINEERING SERVICES For
The 1-395 UNDERDECK ZONE A And ZONE 1
PROJECT DESCRIPTION:
Hardscape Paving Plans: Special Recreation Features to include Bike Skills & Pump Tract, Water
Feature Areas (Zone A and 1), Community Plazas and Play Areas; Amphitheater & Stage
Structure; Comfort Station Buildings. Seating Areas, Fixtures, Furnishings, Public Art
Foundations, Signage, Fencing, and Training Equipment Areas.
Major work discipline includes all the Architectural, Structural, Mechanical, Plumbing and Electrical
Engineering Services for the I-395 Underdeck Zones A and 1.
Major work task groups include:
o Hardscape Paving Plans: Hardscape plans for Special Recreation Features to include Bike
skills & Pump Tract, Water Feature Areas, Community Plazas and Play Areas.
o Amphitheater & Stage Structure.
o Comfort Station Buildings.
o Training Equipment Areas.
Minor work groups include:
o Cast in place benches, Planters, Sculptures, Fixtures, Furnishings, Public Art, Signage,
Fencing, Bollards etc.
31 ARCHITECTURE DEVELOPMENT
The Consultant will adhere to the FDOT Scope of Services for the development of the Architectural, Structural,
Mechanical, Plumbing and Electrical plan set for the items noted above and will be providing the following
services:
PHASE I - 30% SCHEMATIC DESIGN DOCUMENTS SUBMITTAL
After receipt of written authorization to proceed from the DEPARTMENT and based on the approvals and
any authorized adjustments to the Project Scope, Project Schedule or Budget, the Design Professional shall
prepare, submit, and present for approval by the DEPARTMENT, Phase 1 (30%) documents, comprised of,
but not limited, to the following:
Documents
Drawing(s) to include as a minimum, the following deliverables related to the following program
requirements: Comfort Stations, Amphitheater and Stage Structure, Special Recreation Features, Site
Features, Hardscape areas and Fixtures, Furnishings, Signage and Public Art and other miscellaneous
elements as described above.
PHASE II - 60% DESIGN DOCUMENTS SUBMITAL
After written Authorization to Proceed from DEPARTMENT and based on the approved Phase T documents, and
any adjustments in the scope or quality of the project or in the Fixed Limit of Construction Cost authorized by
DEPARTMENT, the Design Professional shall prepare for approval by DEPARTMENT, Phase II (60%
Construction) Documents setting forth in detail the requirements for the construction of the Project. The Design
Professional is responsible for the full compliance of tlsloiAn with all applicable codes.
Specifications
• Provide preliminary Project Manual including front-end documents. Completion of fill in items in
Bidding documents and other "Division 0" documents is not required.
• Provide a preliminary Division 1 based upon the standard documents provided by the Owner and edited
by the Design Professional after consultation with the Owner to establish project specific requirements.
• Include progress set of all other Sections in Divisions 2 through 48 with each section developed to
demonstrate to the Owner an understanding of the project and an appropriate level of developmental
progress comparable to that of the drawings.
• Specification sections shall be organized to follow the Construction Specification Institute's (CSI)
current edition of Master Format with each section developed to include CSIs standard 3-part section
and page formats with full paragraph numbering. They shall incorporate all GBRS requirements
dictated by the credits being pursued for the project.
PHASE III - 100% CONSTRUCTION DOCUMENTS SUBMITTAL
After written Authorization to Proceed from DEPARTMENT and based on the approved Phase IT
documents and any adjustments in the scope or quality of the project or in the Fixed Limit of Construction
Cost authorized by DEPARTMENT, the Design Professional shall prepare for approval by
DEPARTMENT, Phase III (100% Construction) Documents setting forth in detail the requirements for the
construction of the Project. The Design Professional is responsible for the full compliance of the design with
all applicable codes.
Specifications
• Provide a complete Project Manual including front-end documents. Completion of fill in items in
Bidding documents and other "Division 0" documents is not required.
• Provide a complete Division 1 based upon the standard documents provided by the Owner and edited
by the Design Professional after consultation with the Owner to establish project specific requirements.
• Provide a complete set of all other Sections in Divisions 2 through 48 with each section developed to
demonstrate to the Owner an understanding of the project and an appropriate level of developmental
progress comparable to that of the drawings.
• Specification sections shall be organized to follow the Construction Specification Institute's (CSI)
current edition of Master Format with each section developed to include CST's standards 3-part section
and page formats with full paragraph numbering. They shall incorporate all GBRS requirements
dictated by the credits being pursued for the project.
PHASE IV FINAL BID DOCUMENTS SUBMITTAL.
After written Authorization to Proceed from DEPARTMENT and based on the approved Phase TIT
documents and any adjustments in the scope or quality of the project or in the Fixed Limit of Construction
Cost authorized by DEPARTMENT, the Design Professional shall prepare for approval by
DEPARTMENT, Phase IV (Release for Construction, or RFC) Documents setting forth in detail the
requirements for the construction of the Project: The Design Professional is responsible for the full
compliance of the design with all applicable codes.
Page A-4
Specifications
• Provide a final Project Manual including front-end documents. Completion of fill in items in Bidding
documents and other "Division 0" documents is not required.
• Provide a final Division 1 based upon the standard documents provided by the Owner and edited by the
Design Professional after consultation with the Owner to establish project specific requirements.
• Provide a final set of all other Sections in Divisions 2 through 48 with each section developed to
demonstrate to the Owner an understanding of the project and an appropriate level of developmental
progress comparable to that of the drawings.
• Specification sections shall be organized to follow the Construction Specification Institute's (CSI)
current edition of Master Format with each section developed to include CSI's standards 3-part section
and page formats with full paragraph numbering. They shall incorporate all GBRS requirements
dictated by the credits being pursued for the project.
Page A-5
M.G. VET
&ASSOCIATES
Project:
Financial Project #:
Project Description:
Project Limits:
13960 SW 471h St, Miami, FL 33175
t:305.221.6210 i f: 305.221.1295
www.mgvera.com
May 4, 2023
MGV Task Work Order #XX
Design Build for SR 836 /1-395 from West of 1-95 to MacArthur Causeway Bridge and 1-95
Pavement Reconstruction and SR 836.
251688-1-52-01 and 429300-2-52-01
Heritage Trail Topographic Survey and SUE Support
See Attached Exhibit
Survey/Utility Locating Scope of Services
Survey
27.1 Horizontal Control and 27.2 Vertical Control
Horizontal Control will be established on the Florida State Plane Coordinate System, East Zone, and North American
Datum (NAD) of 1983 / 1990 Adjustment. Vertical Control will be established on the NAVD 88 vertical datum.
27.03 Alignment/Existing RW Lines
The Historic survey baseline and right of ways to be provided by the client.
27.06 Topographic Survey
The Topographic survey was performed as part of the original design survey and will be used as is. Revising and or
updating the existing Topographic Survey is NOT a part of this scope of services.
Master CADD File
29.1 Alignment
29.2 Section and 1/4 Section Lines
29.3 Subdivisions / Property Lines
29.4 Existing Right of Way
29.5 Topography
Sheet Files (All sheets will be at 24 x 36)
29.24 Topographic Survey Cover Sheet
29.24 Topographic Survey Key Sheet
29.24 Topographic Survey Detail Sheets (scale 1" = 20')
I
Utility Coordination Services
Perform utility coordination ensuring FDOT and City of Miami standards, policies, procedures, and design and
construction criteria are followed.
Utility coordination with twelve (12) Utility Agency Owner's per Sunshine State One Call Design Ticket 180206657.
Make Utility Contacts.
Solicit Collect and Review all Utility Agency Owners data per FS 337.403. Initial review of compensable interests
prior to delivery to City of Miami to determine reimbursable eligibility.
Assisting EOR in identifying all existing utilities and coordinating new installations, developing SUE/VVH request and
Utility Conflict Matrices for avoidance and/or minimize conflicts with existing utilities. Coordinating utility relocations
and review all Utility Work Schedules per Segments Released for Construction.
Utility Meetings: Field Meetings and Utility Design meeting for conflict resolutions and expedient follow-up on all
unresolved issues; includes travel time to/from, creating meeting agendas, transcription/distribution of meeting
minutes. UAO follow up to coordinate and resolve al utility conflicts with each utility company.
Delivery of Clear Package or Utility Relocation Permit Plans and Work Schedules.
Underground Utilities
27.10 Underground Utilities
Provide up to 32 utility scan sites (approx. 50' x 50') as directed by the EOR.
Provide up to 82 utility locates (test holes) as directed by the EOR.
Deliverables:
Electronic Cad file in MicroStation Format depicting the completed designates/scans and test holes showing depth of
cover, elevation, size, type material and general direction of each utility found. A copy of the Field Test Hole data sheet
will also be provided.
Subsurface Utility Designating and Locating Conditions and Understandings
The utility designates and locates are for design purposes only. The Florida One Call must be notified forty-eight (48)
hours in advance of any excavation.
Accuracy of Geophysical Mapping techniques, although highly reliable, are subject to outside interference. A few
examples are Soil condition, material conductivity, depth of utility, and various other geological anomalies that may
distort or hinder electromagnetic and GPR frequencies.
MGV will make every effort possible utilizing state of the art technology to designate and locate underground utilities;
however, there are no guarantees that all underground utilities or structures will be detected.
MGV will not access confined spaces and is not included in this fee estimate. If accessing confined spaces are required,
MGV will notify the client to discuss options. Additional fees may be applicable.
Additional Clarifications and Understandings
If cap rock or an obstruction is encountered during the test hole phase and further vacuum excavation cannot be
performed without the potential for utility damage, MVG will consider the test hole completed, measure the depth to
the top of the cap rock or obstruction reached, survey the location, and consider the test hole completed and invoice
accordingly.
The below fee includes only backfill of test holes utilizing material removed in natural ground or cold patch within asphalt
pavement or concrete in sidewalks for the approximate 1' x 1' test hole. If additional restoration is required, MG Vera
will provide an additional proposal to cover the additional expense.
Basic maintenance of traffic (signs, cones) is included, but if advanced MOT is required, MGV will provide a cost
estimate to cover these additional expenses.
Surveyors 1 Mappers 1 Subsurface Utilities
This estimate does not include permit fees or applications.
NOTE: If permits or permit fees are required, MGV will provide an addendum to cover the additional expense.
This estimate does not include fees for signed and sealed MOT plans.
Surveyors 1 Mappers 1 Subsurface Utilities
Materials Testing
Geotechnical Engineering
Environmental
Building Sciences & Safety
Inspections & Code Compliance
Virtual Design Consulting
August 26, 2023
Pevida Highway Designers (PHD)
8600 NW 17th Street, Suite 200
Doral, Florida 33126
Attention: Mr. Walfry Pevida, P.E.
Subject: Revised Scope of Services and Fee Proposal for Proposed Heritage Trail
E-6J53 SR-836 / 1-395 Design -Build Project
SR-836/I-395 from West of 1-95 to MacArthur Causeway Bridge, 1-95
Reconstruction, 1-95 Southbound to SR-836 Westbound, and SR-836 from West
of NW 17th Ave. to Midtown Interchange;
Financial Project I.D. 251688-1-52-01
Miami -Dade County, Florida - UES Project No. 2230.1800002-R3
Dear Mr. Pevida:
Universal Engineering Sciences (UES) is submitting a proposal for additional services for
the above -reference project. We have enclosed with this letter a spreadsheet with fees
based on the scope you provided to us. The scope and fee contained in this letter was
negotiated with FDOT Districts 4 and 6 Materials office.
We understand the heritage trail will be constructed underneath the new segmental bridges
of 1-395 between 1-95 and the proposed Signature Bridge. We understand that the heritage
trail will contain a dog park, playgrounds, an amphitheater, crossings, a water feature,
parking lots, event plazas, comfort stations, mix -use courts, and drainage improvements.
Respectfully submitted ,
UNIVERSAL ENGINEERING SCIENCES
Melissa De La Rosa, El
FDOT Project Manager
Attachments:
1) Exhibit I — FDOT Scope of Services
2) Exhibit II — Summary of Required Features and Quantity of Borings
2) Exhibit III — Fee Proposal and Breakdown
3) Staff -Hour Forecast
4) Conceptual Plans Used for Development of Boring Quantities
8050 NW 77th Court I Medley, Florida 331661 ph 305-249-84341 fax 305-249-8479
1215 Wallace Dr I Delray Beach, Florida 334441 ph 561-347-00701 fax 561-395-5805
TeamUES.com
35 GEOTECHNICAL
The CONSULTANT shall, for each project, be responsible for a complete geotechnical
investigation. All work performed by the CONSULTANT shall be in accordance with
DEPARTMENT standards, or as otherwise directed by the District Geotechnical Engineer. The
District Geotechnical Engineer will make interpretations and changes regarding geotechnical
standards, policies and procedures and provide guidance to the CONSULTANT.
35.1 Document Collection and Review
CONSULTANT will review printed literature including topographic maps, county
agricultural maps, aerial photography (including historic photos), ground water resources,
geology bulletins, potentiometric maps, pile driving records, historic construction records
and other geotechnical related resources. Prior to field reconnaissance, CONSULTANT
shall review U.S.G.S., S.C.S. and potentiometric maps, and identify areas with problematic
soil and groundwater conditions.
Roadway
The CONSULTANT shall be responsible for coordination of all geotechnical related field
work activities. All laboratory testing and classification will be performed in accordance
with applicable DEPARTMENT standards, ASTM Standards or AASHTO Standards,
unless otherwise specified in the Contract Documents.
If required by the District Geotechnical Engineer, a preliminary roadway exploration shall
be performed before the Phase I plans submittal. The preliminary roadway exploration will
be performed and results provided to the Engineer of Record to assist in setting roadway
grades and locating potential problem areas. The preliminary roadway exploration shall be
performed as directed in writing by the District Geotechnical Engineer.
CONSULTANT shall perform specialized field-testing as required by project needs and as
directed in writing by the District Geotechnical Engineer.
All laboratory testing and classification will be performed in accordance with applicable
DEPARTMENT standards, ASTM Standards or AASHTO Standards, unless otherwise
specified in the Contract Documents.
35.2 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with DEPARTMENT Geotechnical Project
Manager for boring plan approval. If the drilling program expects to encounter artesian
conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to
the DEPARTMENT for approval prior to commencing with the boring program.
35.3 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
35.4 Coordinate and Develop MOT Plans for Field Investigation
All work zone traffic control will be performed in accordance with the DEPARTMENT's
Roadway and Traffic Standard Plans Index 102 series.
35.5 Drilling Access Permits
Obtain all State, County, and City permits for performing geotechnical borings, as needed.
35.6 Property Clearances
Written notification to property owners/tenants is the responsibility of the DEPARTMENT' s
Project Manager.
35.7 Groundwater Monitoring
35.8 LBR / Resilient Modulus Sampling
Collect three (3) samples for Resilient Modulus testing. Deliver Resilient Modulus samples
to the District Materials Office or the State Materials Office in Gainesville, as directed by
the DEPARTMENT.
35.9 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.10 Soil and Rock Classification - Roadway
Refine soil profiles recorded in the field, based on results of laboratory testing.
35.11 Design LBR
Resilient Modulus values will be determined by the DEPARTMENT.
35.12 Laboratory Data
Tabulate laboratory test results for inclusion in the geotechnical report, the report of tests
sheet (Roadway Soil Survey Sheet), and for any necessary calculations and analyses.
35.13 Seasonal High Water Table
Seasonal high ground water levels have already been estimated for the project.
35.14 Parameters for Water Retention Areas
Calculate parameters for water retention areas, exfiltration trenches, and/or swales using
existing exfiltration test data.
35.15 Delineate Limits of Unsuitable Material
35.16 Electronic Files for Cross -Sections
35.17 Embankment Settlement and Stability
35.18 Stormwater Volume Recovery and/or Background Seepage Analysis
35.19 Geotechnical Recommendations
Provide geotechnical recommendations regarding the proposed roadway construction
project including the following: description of the site/alignment, design recommendations
and discussion of any special considerations (i.e. removal of unsuitable material,
consolidation of weak soils, estimated settlement time/amount, groundwater control, high
groundwater conditions relative to pavement base, etc.) Evaluate and recommend types of
geosynthetics and properties for various applications, as required.
35.20 Pavement Condition Survey and Pavement Evaluation Report
35.21 Preliminary Roadway Report
If a preliminary roadway investigation is performed, submit a preliminary roadway report
before the Phase I plans submittal. The purpose of the preliminary roadway report will be to
assist in setting road grades and locating potential problems.
• Copies of U.S.G.S. and S.C.S. maps with project limits shown.
• A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e.
soils grouped into layers of similar materials) and construction recommendations relative to
Standard Plans Indices 120-001 and 120-002.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis.
• An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample
embankment settlement and stability calculations, design LBR calculation/graphs, and other
pertinent calculations.
• The CONSULTANT will respond in writing to any changes and/or comments from the
DEPARTMENT and submit any responses and revised reports.
35.22 Final Report
The Final Roadway Report shall include the following:
• Copies of U.S.G.S. and S.C.S. maps with project limits shown.
• A report of tests sheet that summarizes the laboratory test results, the soil stratification (i.e.
soils grouped into layers of similar materials) and construction recommendations relative to
Standard Plans Indices 120-001 and 120-002.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis.
• An appendix that contains stratified soil boring profiles, laboratory test data sheets, sample
embankment settlement and stability calculations, design resilient modulus and other
pertinent calculations.
• The CONSULTANT will respond in writing to any changes and/or comments from the
DEPARTMENT and submit any responses and revised reports.
35.23 Auger Boring Drafting
Draft auger borings as directed by the DEPARTMENT.
35.24 SPT Boring Drafting
Draft SPT borings as directed by the DEPARTMENT.
Structures
The CONSULTANT shall be responsible for coordination of all geotechnical related
fieldwork activities.
CONSULTANT shall perform specialized field-testing as required by needs of project and
as directed in writing by the District Geotechnical Engineer.
All laboratory testing and classification will be performed in accordance with applicable
DEPARTMENT standards, ASTM Standards or AASHTO Standards, unless otherwise
specified in the Contract Documents.
The staff hour tasks for high embankment fills and structural foundations for bridges, box
culverts, walls, high -mast lighting, overhead signs, mast arm signals, strain poles, buildings,
and other structures include the following:
35.25 Develop Detailed Boring Location Plan
Develop a detailed boring location plan. Meet with DEPARTMENT Geotechnical Project
Manager for boring plan approval. If the drilling program expects to encounter artesian
conditions, the CONSULTANT shall submit a methodology(s) for plugging the borehole to
the DEPARTMENT for approval prior to commencing with the boring program.
35.26 Stake Borings/Utility Clearance
Stake borings and obtain utility clearance.
35.27 Coordinate and Develop MOT Plans for Field Investigation
All work zone traffic control will be performed in accordance with the DEPARTMENT's
Standard Plans Index 102 series.
35.28 Drilling Access Permits
Obtain all State, County, and City permits for performing geotechnical borings, as needed.
35.29 Property Clearances
Written notification to property owners/tenants is the responsibility of the
DEPARTMENT's Project Manager.
35.30 Collection of Corrosion Samples
Environmental classifications have already been determined for this project.
35.31 Coordination of Field Work
Coordinate all field work required to provide geotechnical data for the project.
35.32 Soil and Rock Classification - Structures
Soil profiles recorded in the field should be refined based on the results of laboratory
testing.
35.33 Tabulation of Laboratory Data
Laboratory test results should be tabulated for inclusion in the geotechnical report and for
the necessary calculations and analyses.
35.34 Estimate Design Groundwater Level for Structures
Seasonal high ground water levels have already been estimated for the project.
35.35 Selection of Foundation Alternatives (BDR)
Evaluation and selection of foundation alternative, including the following:
• GRS-IBS
• Spread footings
• Prestressed concrete piling - various sizes
• Steel H- piles
• Steel pipe piles
• Drilled shafts
• Foundation analyses shall be performed using approved DEPARTMENT methods. Assist in
selection of the most economical, feasible foundation alternative.
35.36 Detailed Analysis of Selected Foundation Alternate(s)
Detailed analysis and basis for the selected foundation alternative. Foundation analyses
shall be performed using approved DEPARTMENT methods and shall include:
• GRS-IBS (including the parameters identified in the Instructions for Developmental Design
Standard D6025 to be provided by the Geotechnical Engineer)
• Spread footings (including soil bearing capacity, minimum footing width, and minimum
embedment depth).
• For pile and drilled shaft foundations, provide graphs of ultimate axial soil resistance versus
tip elevations. Calculate scour resistance and/or downdrag (negative skin friction), if
applicable.
• CONSULTANT shall assist the Engineer of Record in preparing the Pile Data Table
(including test pile lengths, scour resistance, downdrag, minimum tip elevation, etc.)
• Provide the design soil profile(s), which include the soil model/type of each layer and all
soil -engineering properties required for the Engineer of Record to run the FBPier computer
program. Review lateral analysis of selected foundation for geotechnical compatibility.
• Estimated maximum driving resistance anticipated for pile foundations.
• Provide settlement analysis.
35.37 Bridge Construction and Testing Recommendations
Provide construction and testing recommendations including potential constructability
problems.
35.38 Lateral Load Analysis (Optional)
35.39 Walls
35.40 Sheet Pile Wall Analysis (Optional)
Analyze sheet pile walls as directed by the DEPARTMENT.
35.41 Design Soil Parameters for Signs, Signals, High Mast Lights, and Strain Poles and
Geotechnical Recommendations
Use the Standard Index for foundation design.
35.42 Box Culvert Analysis
35.43 Preliminary Report - BDR
35.44 Final Report - Bridge and Associated Walls
35.45 Final Reports - Signs, Signals, Box Culvert, Walls, and High Mast Lights
The final reports shall include the following:
• Copies of U.S.G.S. and S.C.S. maps with project limits shown.
• Summary of structure background data, S.C.S., U.S.G.S., geologic and potentiometric data.
• The results of all tasks discussed in all previous sections regarding data interpretation and
analysis).
• Recommendations for foundation installation, or other site preparation soils- related
construction considerations with plan sheets as necessary.
• Any special provisions required for construction that are not addressed in the
DEPARTMENT's Standard specification.
• An Appendix which includes SPT and CPT boring/sounding profiles, data from any
specialized field tests, engineering analysis, notes/sample calculations, sheets showing
ultimate bearing capacity curves versus elevation for piles and drilled shafts, a complete
FHWA check list, pile driving records (if available), and any other pertinent information.
Final reports will incorporate comments from the DEPARTMENT and contain any additional field
or laboratory test results, recommended foundation alternatives along with design parameters and
special provisions for the contract plans. These reports will be submitted to the District
Geotechnical Engineer for review prior to project completion. After review by the District
Geotechnical Engineer, the reports will be submitted to the District Geotechnical Engineer in final
form and will include the following:
• All original plan sheets (11" x 17")
• One set of all plan and specification documents, in electronic format, according to
DEPARTMENT requirements
• Two sets of record prints
• Six sets of any special provisions
• All reference and support documentation used in preparation of contract plans package
Additional final reports (up to four), aside from stated above, may be needed and requested for the
DEPARTMENT's Project Manager and other disciplines.
The final reports, special provisions, as well as record prints, will be signed and sealed by a
Professional Engineer licensed in the State of Florida.
Draft the detailed boring/sounding standard sheet, including environmental classification, results of
laboratory testing, and specialized construction requirements, for inclusion in final plans.
35.46 SPT Boring Drafting
Prepare a complete set of drawings to include all SPT borings, auger borings and other pertinent
soils information in the plans. Include these drawings in the Final Geotechnical Report. Draft
borings, location map, S.C.S. map and U.S.D.A. map as directed by the DEPARTMENT. Soil
symbols must be consistent with those presented in the latest Florida Department of Transportation
Soils and Foundations Handbook.
35.47 Other Geotechnical
Other geotechnical effort specifically required for the project as determined by the
Department, and included in the geotechnical upset limit.
35.48 Technical Special Provisions and Modified Special Provisions
35.49 Field Reviews
Identify and note surface soil and rock conditions, surface water conditions and locations,
and preliminary utility conflicts. Observe and note nearby structures and foundation types.
35.50 Technical Meetings
35.51 Quality Assurance/Quality Control
35.52 Supervision
35.53 Coordination