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HomeMy WebLinkAboutHardesty & Hanover, LLCRFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITEC TURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Hardesty & Hanover Contact/PM: Henri Sinson, PE 1000 Sawgrass Corporate Parkway, Suite 544 • Sunrise, FL 33323 954.835.9119 • hsinson@hardestyhanover.com NOVEMBER 20, 2020 COPY A-1 Title Page RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR PEDESTRIAN BRIDGE WITH PARK ELEMENTS ACROSS A1A AT 174TH ST. - CCNA Hardesty & Hanover, LLC 1000 Sawgrass Corporate Parkway, Suite 544 Sunrise, FL 33323 954.835.9119 Contact / Project Manager: Henri Sinson, PE hsinson@hardestyhanover.com November 20, 2020 RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Table of Contents B-1 Table of Contents A: Title Page ................................................................................................................................. A-1 B: Table of Contents ........................................................................................................................ B-1 C: Cover Letter / Executive Summary ................................................................................................ C-1 D: Project Approach and Understanding .......................................................................................... D-1 E: Qualification Information and Assigned Personnel ......................................................................... E-1 The Hardesty & Hanover Difference......................................................................................... E-1 The H&H Bridge Park Team ..................................................................................................... E-2 Leaders and Doers ................................................................................................................. E-3 Pedestrian Bridge Design Experience ....................................................................................... E-7 Florida Bridge Design & Permitting Experience ....................................................................... E-10 Ability to Complete Projects on Schedule and Within Budget .................................................. E-11 Organization Chart ............................................................................................................... E-12 Team FDOT Prequalifications ................................................................................................ E-13 Qualifications by Firm - includes Introduction to Firm and Key Personnel, Licenses, Certifications, Registrations, Training, Awards, FDOT Prequal Letters, MBE/SBE/CBE Certs, & Occupational Licenses - Hardesty & Hanover ........................................................................................................ E-14 - F.R. Aleman .................................................................................................................... E-40 - Miller Legg ....................................................................................................................... E-48 - Media Relations Group .................................................................................................. E-53 - R.J. Behar & Company ..................................................................................................... E-56 - Universal Engineering ..................................................................................................... E-69 - Janus Research ................................................................................................................. E-72 - HDL ................................................................................................................................... E-75 SF 330 Parts A and B ........................................................................................................... E-78 Financial Statements ......................................................................................................... E-197 F: Firm References and Similar Work Completed .............................................................................. F-1 G: Corporate Standing and Authorized Signatory .............................................................................. G-1 H: Variations/Exceptions ................................................................................................................. H-1 I: Litigation Statement ...................................................................................................................... I-1 J: Forms and Attachments ................................................................................................................ J-1 RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Cover Letter and Executive Summary 1000 Sawgrass Corp. Parkway, Suite 544, Sunrise, FL 33323 T 954.835.9119 • F 954.835.9130 www.hardestyhanover.com November 20, 2020 Sunny Isles Beach Government Center 18070 Collins Avenue Sunny Isles Beach, Florida 33160 RE: RFQ 20-10-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Dear Selection Committee Members, Hardesty & Hanover (H&H) is pleased to submit this Statement of Qualifications to the City of Sunny Isles Beach for Professional Engineering and Architectural Services for the Pedestrian Bridge with Park Elements Across A1A at 174th Street. H&H has brought together a local team of experts to deliver the specific services required for project success. Our team includes R.J. Behar, Miller Legg, Universal Engineering Sciences, and supporting subconsultants. In addition to a detailed review of the RFQ, we met with Richard Labinksy, PE - City Engineer, reviewed the available documents, and visited the site to fully understand the project scope. The “Bridge Park” will include elevator and stair access at each side, elevated amphitheater seating overlooking Samson Oceanfront Park, and foliage/park features on the elevated structure. The H&H team is to develop contract documents, including plans for construction, and obtain permit clearances for a pedestrian bridge crossing Collins Ave just south of 174th Street. Founded in 1887, H&H has amassed over 130 years of bridge design excellence – we are the longest standing and most experienced engineering firm in the United States. H&H provides the City with national bridge expertise from our local office. We have won numerous major bridge design awards and Engineering News Record (ENR) currently ranks H&H 8th in bridge consultant firms nationwide. A successful project is dependent upon a clear understanding of project issues and how to resolve them. This Statement of Qualifications demonstrates our comprehensive project understanding and thorough approach to deliver the iconic Bridge Park. Key benefits of the H&H team and our project approach are summarized below: The H&H Difference Benefits to the City of Sunny Isles Beach LOCAL EXPERTISE - H&H team is in South Florida, 30 minutes from the project site. • Extensive experience with local stakeholders and FDOT District 6. • Increased construction phase site responsiveness with local team. EXPERIENCED LEADERSHIP - Trusted by FDOT and local governments to deliver their most challenging bridge projects. • On schedule and budget delivery assured by Project Manager with over 20 years of Florida bridge experience. • Lessons learned from solving most challenging bridge projects in Florida. EXPERIENCED TEAM - Over 15 FDOT bridge replacements in past 10 years, 11 pedestrian bridges, and knowledge of the Bridge Park site challenges. • Intimate knowledge of design details and processes to streamline reviews and project delivery. • Intimate knowledge of Bridge Park site as RJ Behar and Miller Legg designed Samson Oceanfront Park. SIMPLIFIED DESIGN APPROACH - Iconic Bridge Park with simplified structural system. • Redundant and conventional structural system streamlines FDOT and Independent Peer reviews. • Conventional construction approach reduces cost and budget risk. • Concrete superstructure eliminates costly maintenance and complex inspection access details relative to a steel box superstructure. INTEGRATED CONSTRUCTION APPROACH - Bridge designed for simplified erection. • Minimized traffic disruption, minimized cost overruns, and minimized delays during construction. With two major FDOT bridge replacement projects completing plans production prior to this project’s notice to proceed, we will have double the capacity needed for the Bridge Park project. Additionally, our Project Manager, Henri Sinson, PE, will be completing other major bridge projects and will be 100% available to lead the Bridge Park project. H&H is uniquely qualified to deliver this iconic Bridge Park for the City. We have been FDOT’s bridge engineering consultant of choice and have been trusted to deliver fifteen complex bridge replacements in the past ten years. In addition, we have designed eleven new pedestrian bridges. H&H is in good standing with all required licenses, certifications, and permits required under federal, state, and local laws necessary to perform the services. Michael Sileno, PE, also a bridge engineer with extensive experience managing FDOT bridge replacement projects, has signing authority and the ability to make to make representations for the firm and will serve as our Principal in Charge. He can be reached at 1000 Sawgrass Corporate Parkway, Suite 544, Sunrise, Florida 33323, msileno@hardestyhanover.com or 954.835.6402. Thank you for considering our team’s extensive qualifications. We look forward to the opportunity to bring your iconic Bridge Park to realization. Should you need any additional information on our abilities or innovative engineering approaches please contact us. Sincerely, HARDESTY & HANOVER Michael Sileno, PE Henri Sinson, PE Principal Project Manager RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Project Approach and Understanding Project Approach and Understanding PROJECT UNDERSTANDING PROJECT BACKGROUND The Pedestrian Bridge with Park Elements (Bridge Park) was the result of a City of Sunny Isles (City) planning study funded by a matching Miami-Dade County Transportation Planning Organization grant. The design concept goal is to incorporate accessibility, seating, landscaping, and safety measures complementing Samson Oceanfront Park to create not just a bridge crossing Collins Ave, but a park within an iconic structure. For this reason, the new structure will be called “Bridge Park” throughout this narrative. The Bridge Park crosses Collins Avenue just south of 174th Street providing pedestrian access to Samson Oceanfront Park. The bridge site is bounded by 174th Street to the northwest, City-owned Samson Oceanfront Park to the east, Winston Tower Condominiums to the southwest, the Double Tree Resort to the southeast, and the Chateau Beach Residences to the northeast. The Study team secured temporary construction, utility, and permanent easements on the west side of Collins Avenue adjacent to the privacy wall on the Winston Tower property. The skewed bridge crosses Collins Avenue and touches down at the City-owned Samson Oceanfront Park. NA Bridge Park Site Samson Oceanfront Park Winston Tower 600 Chateau Beach Residences DoubleTree Resort Walgreens Project Site Plan PROJECT VISION “The design concept goal is to incorporate accessibility, seating, landscaping, and safety measures complementing Samson Oceanfront Park to create not a bridge, but a park, within an iconic structure.” H&H Bridge Park Concept UNDERSTANDING OF SCOPE OF SERVICES This project includes design and permitting of an architecturally unique Bridge Park crossing. The bridge will include access via stairs and elevators within abutting towers. An amphitheater type seating feature at the east side of the bridge allows users to view events in Samson Oceanfront Park. There will be landscaping and hardscaping features on the bridge, along with lighting, irrigation, and safety features. In partnership with the City and FDOT, the H&H team will ensure that the processes necessary to deliver and commission a fully constructed Bridge Park are executed to current safety and quality standards. Primary Services To successfully deliver a complete Bridge Park facility, we will manage and coordinate processes and subconsultants to provide the following services identified in the RFP: 1. Survey 2. Geotechnical 3. Structural 4. Mechanical 5. Electrical 6. Hydraulic 7. Hydrogeological 8. Civil 9. Lighting 10. Permitting 11. Plumbing 12. Environmental 13. Irrigation 14. Landscaping 15. Traffic 16. Construction Bid Assistance 17. Value Engineering 18. Construction Project Control 19. Construction Administration/Inspection* 20. FDOT cultural resource assessments * During the original pre-proposal meeting, this service was identified to be in a separate contract. Additional Services We have identified the following additions to the scope of services that are necessary for successful delivery: 21. LAP/FDOT Coordination 22. Utility Coordination 23. Subsurface Utility Exploration (SUE) 24. Maintenance of Traffic 25. Signing and Pavement Marking 26. Architecture 27. Public Involvement 28. Signals H&H has assembled a team of professionals that has the expertise and local experience to address each of the required scope items. Refer to the “Qualification Information and Assigned Personnel” section for detailed information on the proposed team. UNDERSTANDING OF PROJECT PROCESS Local Agency Program (LAP) Process LAP is a procurement process where local municipalities develop, design, and construct transportation facilities with federal funds. FDOT is responsible for oversight of funded projects on behalf of the Federal Highway Administration (FHWA). LAP certified agencies, such as the City, prioritize and fund their own local projects which are then eligible for reimbursement through compliance with applicable federal statutes, rules, and regulations. The City is seeking county and federal funds. H&H is versed in the FDOT and LAP processes and procedures required to obtain funds provided through the FDOT as demonstrated by our Tamiami Canal bridge replacement LAP project receiving the 2019 FTBA Best in Construction Award in the LAP Category. The FDOT LAP Manual classifies the Bridge Park as a Class B LAP Project due to the construction cost exceeding $10M (see table below). This classification requires that FDOT design criteria and standards, specifications, materials testing, and consultant requirements are all adhered to. FDOT LAP Manual Excerpt FDOT Process The 2020 FDOT Florida Design Manual (FDM) included updated stipulations for Review of Non- Department-Owned Projects in new construction (Article 121.18 shown to right). This update establishes the review requirements for non- department-owned projects crossing Department- owned right-of-way. The Bridge Park does not cross an National Highway System facility and will therefore not require FHWA approval. H&H’s proposed Category 1 structural system streamlines the review process since it only requires review from the District Structures Design Office (DSDO) and not the State Design Office (SDO). Bridge Park Project Process H&H’s Bridge Park Project Process, presented on the following foldout, outlines the project delivery phases from Project Initiation through Post-Design/Construction. H&H is one of the premier bridge design firms in the state and has been trusted with FDOT’s most complex bridge replacement projects. Below is a listing of FDOT bridge replacement projects in the past decade and their status in the FDOT process: 1. SFRC over Miami Canal FDOT D6 Initial Design 2. SW 1St Street over Miami River FDOT D6 Post Design - Construction 3. NW 5th Street over Miami River FDOT D6 Complete 4. HEFT Ramp H4 FDOT D6 Complete 5. HEFT Ramp H5 FDOT D6 Complete 6. Flagler Memorial over ICWW FDOT D4 Complete 7. North Bridge over ICWW FDOT D4 Final Design - Biddability Phase 8. Jupiter Federal over ICWW FDOT D4 Final Design - Production Phase 9. Pembroke Rd over I-75 FDOT D4 Complete 10. Miramar Over I-75 FDOT D4 Complete 11. CSX over New River FDOT D4 Complete 12. Little Ringling over Sarasota Bay FDOT D1 PD&E 13. SR 50 over I-75 FDOT D7 Complete 14. I-4 CD over Bypass Canal FDOT D7 Initial Design 15. SR 77 over SR 75 FDOT D3 Final Design - Biddability Phase 2020 FDOT Florida Design Manual Excerpt Post -DesignProject Initiation Initial Engineering Production Initial Engineering Phase •Design Criteria •Typical Section Package •Variations and Exceptions •Pavement Design Package •Initial Bridge Development Report (BDR) •Permit Involvement Form (PIF) •Conceptual Drainage Report •LRE Update/Scope History •R/W Coordination Plans Submittal •30% Roadway Plans •BDR / 30% Bridge Plans Constructability Phase •Permits Required Memo (PRM) •Final BDR Approved •Approved Typical Section Package & Pavement Design •Utility Design Conference •Cost Estimate / LRE •Permits Pre-Application Meeting •Pay Items in AASHTOWARE •R/W Mapping •Public Workshop •Final Drainage Report •Final Geotechnical Report Biddability Phase •Outdoor Advertisement (ODA) Clear Letter •Permits Transmittal Memo •Railroad Clear Letter •Utility Work Schedules •Utility Certification Memo •PS&E Field Review •Quantities •Modified & Technical Special Provisions •Engineer's Cost Estimate •Construction Days Estimate •Independent Peer Review Plans Submittal: •90% Roadway Plans •90% Bridge Plans Post Design • Pre-Construction Meeting • Design Support • RFIs • Plan Revisions • Shop Drawing Review • Field Review Project Scoping •Scope Clarification • Staff Hour/Fee Estimate Notice to Proceed • Project Kick-off Meeting • Schedule Discovery • QA/QC Plan • Initial Community Awareness Plan (CAP) • Validate Long Range Estimate (LRE) • Utility Kick-Off Meeting Data Collection • Survey • Geotechnical • Environmental • UAO Plans & Markups Production Phase •Pre-Production Meeting •Construction Time Estimate (CTE) Memo •Final Cost Estimate •Contamination Impact Certification •Permits Issued •Environmental Certification •R/W Certification •Specifications Package •Letting •Pre-Bid Meeting •Unbalanced Bid Review • Independent Peer Review Plans Submittal: • Final Plans • CADD (Digital Delivery) Final Engineering Plans Submittal •60% Roadway Plans •60% Bridge Plans Bridge Park Project Production Process APPROACH TO PROJECT ISSUES Each of the numerous bridges successfully delivered by H&H had unique challenges. Our proven bridge project delivery methodology includes an integrated design approach which considers function, design parameters, and constructability at each step. We innovate wherever it is advantageous to bring value to each project using practical techniques – innovation; not experimentation. Key strategies to successfully deliver the Bridge Park project include: Use of structurally redundant systems Use of durable materials and systems Integration of function, design, and constructability Planning and execution of FDOT and City processes Ease of inspectability and maintainability Bridge Park Aesthetics SITE & GEOMETRIC CONSTRAINTS From our site visits and our understanding of bridge development processes, we have identified the following site and geometric constraints: Roadway At this location, Collins Avenue is a State-owned 6-lane median separated non-SIS Urban Principal Arterial with a posted speed of 35 mph. Sidewalks on either side of the roadway are heavily travelled by pedestrians. Lateral offset The bridge piers need to be placed 16 feet clear of the travel lanes (FDOT FDM Table 215.2.2). Bridge Vertical Clearance The minimum new bridge vertical clearance over Collins Avenue is 17.5 feet (FDOT FDM Table 260.6.1). The clearance needs to include a horizontally mounted signal head resulting in a bridge low member clearance of 20 feet. Combined Easement Plan Icons are placed throughout document to underscore the key strategies. Right-of-Way/Easements The Combined Easement Plan image on the previous page shows the three easements already acquired from the Winston Towers property on the west side of Collins Avenue. The right-of-way line is the back of sidewalk along 174th Street and Collins Avenue. The permanent easement is a 40 x 60-foot area (blue) with a temporary construction easement (grey) on the west and south side. There is a 12-foot utility easement strip (orange) to the north approaching 174th Street. Utilities The primary objective of the utility coordination process is to identify and resolve all known utility conflicts and reduce the risk to the Bridge Park schedule and budget. Our subconsultant, F.R. Aleman possesses a vast knowledge of the requirements, issues, and processes associated with the coordination and disposition of utilities during the design process. This knowledge avoids delays associated with conflicts. According to Sunshine State One-Call Report (as tabulated below) and our preliminary utility outreach, 12 utilities have been identified as being present within the project boundaries. Sunshine State One-Call Data These utilities include overhead joint use electric, underground electric, water, gas, sanitary, underground telephone, and fiber optic facilities. County and several local agencies acknowledged the following facilities: Sunny Isles Beach; Atlantic Broadband; Miami-Dade County Public Works, Traffic and Water & Sewer Departments; Crown Castle Fiber; Hotwire Communications; MCI; North Miami Beach Water/Jacobs; Crown Castle NG; TECO Peoples Gas South Florida; AT&T/Distribution; and FPL Transmission. F.R. Aleman will perform the following activities to achieve timely utility clearance certifications: • Identify and involve all utility agency owners (UAOs) within the project limits early in the design process • Send contact letters • Retrieve utility facility information • Subsurface utility engineering (SUE) efforts with vertical and horizontal locate requests • Perform and coordinate constructability reviews • Identify conflicts with existing utility facilities and the proposed improvements • Schedule a kickoff meeting • Schedule and chair utility design meetings and discuss potential utility conflicts with UAOs and design disciplines • Perform field reviews • Assist with any Utility Work by Highway Contractor Agreements requests • Acquire Utility Work Schedules or No Conflict/No Facilities responses from all UAOs • Prepare Utilities Certification Package ARCHITECTURE H&H Design Concept Our design meets the City’s goals by transforming an elevated bridge into a linear park where people can either congregate or traverse. The architectural concept is fully integrated into a redundant spine and rib structural system utilizing standard FDOT beams and conventional construction techniques, thereby maintaining a structure of FDOT Category 1 classification. This integration not only achieves the City’s vision, but it streamlines the FDOT review process and certification, therefore reducing project risk. Another benefit of H&H’s integrated design is the delivery of architecture and structural design from a single South Florida office. The synergy of H&H team experts, who have collaborated in the past, will provide greater opportunities for efficiency, innovation, and improved design quality. This collaboration is demonstrated by the advanced development of Bridge Park concepts presented in this proposal. Pedestrian User Elements As part of the initial design development, the H&H team identified major driving elements to rationalize a successful design: • Visual Anchors - On either side of the pedestrian crossing are entrances to the overpass. Each entrance has a combined, yet distinguished, stair and elevator tower, allowing pedestrians to access the bridge level. These towers act as visual anchors for the fascia’s profile which is formed of undulating fins extended from the main structural spine. The spine is comprised of standard concrete box beams. • Visual Connection - The elevated amphitheater seating overhanging on the east of the bridge will be visually connected to the main crossing by introducing seating along the bridge. Seating areas will also allow a variety of views from the Bridge Park. • Harmony of Design - Once at bridge level, visitors are presented with a unique harmonious structural design and landscape architecture where exposed transverse concrete ribs extend out to support the foliage. • Maintainability - Glass balustrades will provide the required safety barrier. These glass balustrades will be coated with a hydrophilic film allowing water to shed resulting in less grime accumulation and thus less maintenance. Roadway User Elements • From the roadway, the aesthetic intent of the Bridge Park is to mimic the natural curves of the ocean waves adjacent to the site. This relationship between structure and nature will integrate the Bridge Park’s design within the community. The visual characteristics of the bridge will be harmonious with the adjacent structures. Pigmented off-white concrete with soft curves will be accentuated throughout the design. The glazing used for the balustrades along the edge of the overpass will be the same as the glazing used on the elevators and stairs ensuring that the materiality throughout the project is consistent. Glazing specifications will be chosen to control glare and reflections that could otherwise be a concern for drivers below. Glazing specifications will be chosen to control glare and reflections. Bridge Park Concept Aerial View – Night Bridge Park Concept Aerial View – Day Bridge Park Concept Walkway View -Day Bridge Park Concept Walkway View - Night Bridge Park Concept Roadway View Bridge Park Concept Roadway View – Night Bridge Park Concept Roadway View – Day LIGHTING Lighting Design Concept The Bridge Park will be more than a way to safely traverse Collins Avenue, it will be a landmark, a place to gather, to relax, to participate, and to celebrate. The lighting on the structure will be as important as the lighting of the structure. Both will need to blend seamlessly with one another and with the lighting of the stairs, elevator towers, amphitheater seating, and landscape elements to create a single, comprehensive design. The Bridge Park The lighting of the Bridge Park needs to satisfy both functional and aesthetic goals, providing a safe and beautiful structure for pedestrians to experience at night. Functional lighting will be integrated into the landscape and structural elements, illuminating both the walking surfaces and the softscaped areas. Using a lighting control system, a variety of lighting scenarios will be available to respond to events on or around the structure, adjust for the time of night, and control the aesthetic lighting on the outside and underside of the Bridge Park. In addition to the Bridge Park itself, the experience of viewing and passing under the structure is extremely important, both aesthetically and functionally. The soft curves of the structural elements will be highlighted with lines or dots of light to accentuate those organic forms as they move across the highway. As motorists and pedestrians pass under the structure, they will be enveloped in a softly illuminated environment, with the vertical and overhead surfaces glowing to create a safe and welcoming space. The forms of the box girders and piers will be accentuated through the use of light and shadow, using both white and color-changing light. The overall experience will be one of wonder and delight. Luminaires with color-changing capabilities can be programmed in simple, elegant, static scenarios, or in dynamic sequences to celebrate holidays, seasons, and special events. The possibilities are endless and will be developed in collaboration with the City and stakeholders. Additional consideration must be given to achieving a successful design in a cost effective and easily maintainable manner. Vibration, integration into the structure, ease of maintenance and vandalism all must be considered when selecting luminaires and their locations. We will provide long-life, robust LED sources to assure minimal maintenance requirements for the City, while at the same time providing flexible design choices and performance. There are many ways in which the new 174th Street Bridge Park can be illuminated. Ultimately what is most important is that the structure expresses the character of the community and that residents and visitors cherish the Bridge Park as a beautiful addition to the local landscape. Below are lighting options that can be used separately or in concert to provide the City with the final look and feel that you desire: Bridge Park Night Roadway View – Point Lighting Bridge Park Night Roadway View – Linear Lighting On Edge Bridge Park Night Roadway View – Linear Lighting Beneath Bridge Park Night Sidewalk View – Linear Lighting White Bridge Park Night Sidewalk View – Linear Lighting Blue STRUCTURES The Bridge Development Report (BDR), performed during the Initial Engineering Phase, will establish the basic parameters that will affect the work in the Final Engineering Phase. The BDR will evaluate and compare various bridge elements for viability, durability, constructability, maintainability, and cost. Examples of BDR element comparisons include: • Main Span Structural System Elements - o Florida U-Beams (FUB) - FUBs are preferred choice from preliminary calculations and design concepts and are featured in the narrative below o Florida I-Beams (FIB) - FIBs introduce more elements to erect, more diaphragms to cast, have less torsional capacity, and add visual clutter with the additional beam lines beneath. o Steel Box or I-girders - With the highly corrosive oceanfront environment, steel superstructures need coating systems that require costly maintenance. Maintenance and inspection activities are costly and disruptive to traffic along Collins Ave. • Foundation Elements - o Drilled Shafts - installation of shaft casings increase construction vibration risk to adjacent high value properties o Augercast piles - minimal installation vibration The following discussion previews the BDR process and presents solutions resulting from our initial screening of known project issues. Final recommendations will be documented for City and FDOT review and commentary for approval prior to proceeding to Final Engineering phase. Main Structural System The structural system needs to meet the following requirements to satisfy the functionality and geometry of the Bridge Park: • Complex Irregular Plan Geometry - requires a superstructure system that can accommodate the iconic vision without excessive cost or complicated details • Grade Separated Park Areas - requires a superstructure cross section that can accommodate different elevations without excessive structural depth • Single Span - requires a superstructure system that spans the entire Collins Avenue corridor We propose the use of a “spine and rib” system with a spine consisting of three redundant, Florida U Beams (FUBs) and continuous transverse concrete ribs of varying lengths. The spine and rib system provide key advantages including structural redundancy, weight efficiency, geometric versatility, durability, constructability, inspection ease and low-cost relative to other systems such as heavy segmental post-tensioned systems or high maintenance steel. It is critical to provide a simple and redundant structural system to support the multifaceted functionality. It is equally important to develop a structural sys tem that is safely constructible, durable, inspectable, and maintainable to protect the City’s investment. ` Superstructure System (Spine and Rib) Bridge Park Concept Typical Section Prestressed concrete does not require expensive coating/painting system or repainting compared to structural steel Concrete FUB system does not require access inside of box eliminating lighting, ventilation, and inspection access requirements that are needed for steel boxes. Superstructure system is both internally and externally redundant Shallower and less intrusive bridge appearance since the ribs are integral to the spine and not stacked on top of the beam elements. Longitudinal Structural System (Spine) As a result of our initial screening of superstructure systems, we propose a main spine of three redundant prestressed 72-inch FUBs tied together by diaphragms. An 8-inch concrete slab will be cast-in-place and made composite to increase bending and torsional stiffness. Benefits of 72-inch FUB superstructure spine include: Internal Redundancy Fully bonded prestressing beams are internally redundant, that is, partial damage to the bottom flange of the FUB does not result in a collapse of the beam. External Redundancy Three FUB beams connected with internal and external diaphragms create an externally redundant structural system. This means there are multiple load paths to prevent a collapse if a member fails. Torsional Resistance Box section with composite deck efficiently carries torsional loads from cantilever brackets. Category 1 System Use of FDOT Standards and redundancy of the FUB system meets the criteria to be a FDOT Category 1 system. Prior to the 2020 FDM updates this system would not have required an Independent Peer Review and will provide FDOT reviewers with a high level of comfort. In contrast, a segmental post-tensioned system or steel box would have been considered a Category 2 System. FDOT Standard System FUBs are detailed in the FDOT Standard Plans and have been developed for harsh environments and highway loadings. FDOT reviewers will be familiar with the necessary design calculations. Fabricators and contractors will be able to provide consistent pricing since elements and construction techniques are conventional. Erection FUBs are shipped and erected in one piece and can carry dead and construction loadings without any additional post-tensioning operations at the site. Inspection Relative to a post-tensioned system, FUBs are simpler to inspect since there are no grout filled ducts with potential for water infiltration or interior cable systems. Unlike steel girders the inside of FUBs do not need to be inspected eliminating access, lighting, and ventilation elements which would need to be maintained. Durability Continuously bonded prestressed strands pre-compress the concrete which improves durability by minimizing cracks in the extremely corrosive oceanfront environment. Prestressed beams eliminate the need for costly painting and maintenance of steel girders. Aesthetics FUB provides a smooth base with minimal visual clutter. Transverse Structural System (Ribs) The Bridge Park requires elevation differences for the upper and lower levels (See Bridge Park Concept Typical Section). Transverse rib elements will be made continuous across the bridge section with reinforcing steel passing through the spine webs. The ribs consist of cast-in-place concrete diaphragms within and between FUBs. Precast concrete cantilever brackets will extend from the spine. The bottom elevation of these transverse members will be one-foot four-inches above the bottom of the FUB to avoid conflict with any prestressing strands. Ribs are redundant with multiple load paths provided by continuous slabs and edge wall systems. The rib system creates a shallower and less intrusive bridge appearance since the ribs are integral to the spine and not stacked on top of the beam elements. 72-inch FDOT Standard Florida U Beam (FUB 72) H&H-Designed Johnson Street Bridge with Rib Elements Supporting Pedestrian Walkway Floor System A continuous concrete slab composite with the concrete FUBs serves as a walking surface, stiffens the structure in bending and torsion, and further adds to the system redundancy. Concrete slabs span longitudinally between exterior brackets and will contain soil for planters, utility chases, and drainage troughs. 3D Printed Model We provided the City with a 3D printed model of the spine and rib superstructure during the 2019 RFP presentation to allow the review committee to experience the innovative superstructure system from any perspective they chose and demonstrate the depth of thought behind our concept. The model has the top walking surface removed to showcase the redundancy of the structural elements, integration of maintenance access, integration of foliage planter spaces, while keeping a thin, gracile profile on edge. Floor System - Slab on FUBs and between ribs This system is a unique application of conventional elements creating an iconic bridge that is simple to maintain and permit. Photo of 3D Printed Model Amphitheater Structure The elevated amphitheater structure system will be studied during the BDR phase. A torsionally stiff beam at the bridge end with two longitudinal through-girders is a potential solution. The transverse beams will span from the through-girders to support the floor system. Deflections under dynamic loading will be analyzed to eliminate resonance. A strut supporting the balcony tip, tying diagonally back to the main pier, is also an option to control deflections, add redundancy, and reduce superstructure depths and weight. Ancillary Structures Elevator shafts and access stair structures will be integrated into the main crossing and site. We propose to integrate the stair system into the elevator shaft to minimize the footprint. H&H has provided these systems successfully with attention to the ADA requirements and electro-mechanical interfaces on past projects. We will also consider space for emergency responders and cultural considerations such as automation to be consistent with other Shabbat compliant elevators in the City. Elevator shaft design will consider adequate inspection and maintenance access to mechanical and structural elements. Substructure The provided substructure concept includes a “Y” or “delta” type pier. The spine and rib system was developed to be compatible with this concept. H&H bridges have expressed the substructure geometry in many forms including “Y” or “delta” types. Substructure elements will be designed to resist errant vehicular loads. Lighting elements will be integrated into the pier design. H&H-Designed Iconic Woodrow Wilson Bridge - Delta Piers Integrated Stairs and Elevator Shaft Shabbat Elevators in Sunny Isles Foundations Foundation elements such as driven piles, augercast piles, and drilled shafts will be compared in the BDR. One of the key considerations for the choice of foundation element is the minimization of construction-related vibrations. The project site is within 200 feet of the Chateau Beach Residences, Double Tree Resort, and the Winston Tower Condominiums - all of which are high value properties. FDOT Standard Specifications 108 requires “qualified Specialty Engineer to continuously monitor and record vibration levels. Upon either detecting vibration levels reaching 0.5 inches per second or damage to the structure the source of vibrations is to be stopped immediately.” Based on this construction risk and our preliminary calculations, we propose to use 24- inch augercast piles as the bridge foundation system. Key Benefits of Augercast Pile foundations include: • Key Benefits of Augercast Piles Include: • Induce virtually no vibration or noise during installation • Proven track record supporting the tallest buildings in the City of Sunny Isles Beach • Requires inspection and vibration monitoring for structures within a much smaller radius relative to driven piles o 60 ft for Augercast piles o 250 ft minimum for driven piles • More economical foundation system with quicker installation relative to driven piles or drilled shaft foundation systems Augercast Pile Installation CONSTRUCTABILITY H&H’s design approach is integrated with practical construction techniques and the maintenance of traffic approach. We have visited the Bridge Park site, developed site access alternatives, reviewed easement documents, and a conducted lane closure analysis to minimize construction risk. Foundation Installation Installation of the 5-foot-thick concrete pile cap requires a cofferdam for dewatering. The permanent easement can accommodate the footing with the western edge of the cofferdam installed in the temporary easement. It is anticipated that concrete trucks will line up in a lane closure along 174th Street and access the cofferdam through the temporary easement to deliver concrete for the augercast piles and pile caps. H&H-Designed SW 1St Street Bridge over the Miami River: Cofferdam Installation Augercast Piles Installed with Cofferdam Beam Delivery & Erection Our use of simple bridge elements allows for conventional approaches to beam delivery and erection. The The longitudinal structural system consists of three 150-ft-long, 72-inch FUBs, each approximately weighing 120 tons. Main structural elements (spine) can be delivered and erected using conventional methods in one night. Rib Erection To reduce disruption to traffic and duration of lane closures, we propose precast rib brackets and exterior diaphragms between the FUBs. The rib strength capacity will be developed through mild reinforcing therefore eliminating any post-tensioning activities and reducing construction time. These rib elements can be lifted into place and tied to the FUBs with a cast-in-place interior diaphragm. Strongbacks will be placed across the FUBs to support the precast brackets and external diaphragms. Note that this system also provides the contractor the flexibility to cast-in-place the elements if that provides efficiency. INSPECTABILITY & MAINTAINABILITY In order to successfully execute the project process, we will need FDOT Maintenance Office approval of the Bridge Park structures accessibility to safely and effectively perform the federally required biennial inspection program. Our concrete FUB concept does not require access to the interior of the box girders eliminating the need to provide an maintain inspection access hatches, lighting, ventilation, vermin deterrence, and access security considerations. The Bridge Park is located within and extremely corrosive environment in which the material of choice is prestressed concrete. Steel structures are used in these environments only when necessary to meet weight, span length, or geometric demands that cannot be satisfied economically by concrete systems. For example, drawbridges over the intracoastal waterway and Miami River use steel girder systems for the movable span while the adjoining approach spans are comprised of prestressed concrete. Curved fly-over ramps typically use steel beams to achieve the tight radius geometry. In these cases, the bridge owners Rib Erection Support Schematic H&H concept eliminates need for inspection access hatches, lighting, ventilation, vermin deterrence, and access security considerations. Our concept for the Bridge Park achieves the complex geometry, span demand, and aesthetic finish with concrete elements that do not required expensive structural coatings needed to sacrifice durability for function. Our concept for the Bridge Park achieves the complex geometry, span demand, and aesthetic finish with concrete elements that do not require expensive structural coatings. Steel coatings such as high-performance paint or metalizing have a finite life span requiring complete overcoating or removal and reapplication in approximately 15 – 25-year intervals, depending on the coating system utilized and quality of application. The removal and reapplication of the coating system will require lengthy lane closures and costs on the order of one million dollars per recoating. In addition, the coating system appearance will deteriorate with flaking or chalking as the system approaches the useful life. Prestressed concrete will maintain durability without the need to maintain a coating system. Comparison of Concrete and Steel Box Superstructures Key Issue Steel Box Girders Concrete Box Girders Initial Costs +$1M relative to concrete boxes (see Construction Cost Estimate) Low cost relative to steel girders. Many fabricators can provide. Structural Coating Cost +$500k relative to concrete No structural coating required. Structural Coating Maintenance Structural coatings can be expected to last approximately 15 years in the Bridge Park environment. Replacement of coating system requires complete removal, full containment, and lane closures. Prestressed concrete beams do not require any structural coatings. Inspectability Requires access hatches, ventilation, lighting inside of box, and hands-on access to fracture critical steel elements. Cladding cannot be provided on steel girders since the need to be fully accessible to inspect. FUB does not require access or lighting or ventilation and all surfaces are accessible from below or in maintenance vault. No fracture critical elements. Maintainability Requires maintenance of lighting and ventilation systems. Requires maintenance of steel coating system that will be replaced multiple times over the life of the bridge. No maintenance of FUBs required. Aesthetics Steel coating systems will deteriorate over time and since cladding cannot cover the steel girder there will not be a consistent finish for most of the structure’s life. Concrete elements will provide a consistent look throughout the life of the iconic Bridge Park. GEOTECHNICAL Substrata The rock formations in South Florida are amongst the youngest in the country. This region of Florida is divided into two topographic areas, the Atlantic Coastal Ridge and the Everglades. In the City of Sunny Isles Beach, the surface consists of two to five feet of granular fill underlain by layers of peat and/or organic silt to depths of about 10 to 15 feet below ground. Below this the Miami Limestone Formation is generally encountered. The Fort Thompson Formation underlies the Miami Limestone and is characterized by salt water limestone with localized freshwater limestone deposits. The formation is very fossiliferous, highly porous and permeable, and contains coquina-like structures in certain areas. Bridge Park Substrata Sketch LANDSCAPING The Bridge Park, as well as the east and west entrances, will be landscaped. The existing landscape consists of Medjool Date Palms, Sabal palms, and hedges of Green Island Ficus. The eastern entrance connects to Samson Oceanfront Park which contains the same plant material with the addition of Alexander Palms, Crotons, and Copper Leaf plants. The proposed planting areas surrounding the entrances will maintain the look and feel of Sunny Isles. Both sides will be landscaped with specimen palms and various shrubs to blend with the existing conditions. Florida native and Florida friendly species will be used to improve wind and solar resiliency and reduce irrigation and maintenance needs. The Bridge Park is comprised of multi-layered planting areas as shown in the architectural concepts. Each of these beds will maintain the tropical theme proposed in the master plan. Bridge Park Landscaping Plan Potential species for the lower planting areas adjacent to the pathway benches include Montgomery Palms and Simpson Stoppers which remain short and the palms have smaller fronds reducing the safety hazard of falling fronds. The proposed palm and tree species also maintain smaller root balls, therefore reducing the amount of soil and depth of planter space necessary to thrive. Two species of shrubs provide the necessary aesthetics. Massings of Green Island Ficus alternating with massings of Silver Buttonwood introduce a splash of color and changes of texture to the landscape. These species will grow in thick and can be tall enough to meet the grade of the pedestrian pathway level. The Silver Buttonwood will be maintained to be taller than the Green Island Ficus, creating a wave pattern to mirror the natural shape of the bridge. The massings of Green Island Ficus will be paired with columnar growing Simpson Stoppers while the Silver Buttonwood will be paired with multi-trunk Montgomery palms. The selected Florida native and Florida-friendly species require little water which will minimize irrigation needs. Irrigation will include shrub flood heads, tree bubblers and drip irrigation within the planters. It will be necessary to have each area be on its own zone. It is recommended that the soils be coarse rather than fine grain organic. This will allow for a higher rate of percolation to the proposed drainage system. The larger soil particles will not infiltrate into the drainage system preventing clogging. Hardscape features for the Bridge Park will be complementary to the structure, surrounding area and surfaces established within the Park. Suitable concrete and/or paver surfaces ranging from standard concrete to aggregate finishes will be explored and proposed to the City for concurrence and input. An example of a hardscaping element option we will provide to the City for input is for the areas surrounding the pedestrian pathway. Undulating strips of artificial turf will provide the Bridge Park user an experience reminiscent of the waves and dunes of nearby beaches. Bridge Park Planting Detail Sketch ROADWAY MODIFICATION There will be roadway modifications required including sidewalk modifications, curb return and ADA upgrades, median revisions to discourage jaywalking, as well as, the temporary demolition and reconstruction of the median to accommodate the temporary traffic control phases. The current median roadway geometry allows for a comfortable U-Turn. SIGNALS Bridge mounted traffic signal heads will be provided since the existing signal at 174th Street will be obstructed by the new bridge. Miami- Dade County only allows traffic signals to be installed horizontally. A 17.5-foot vertical clearance to the signal head is required. All signal plans will be submitted to FDOT and Miami-Dade County for approval. Median on Collins Ave at 174th St Signals at 174th St MAINTENANCE OF TRAFFIC Collins Avenue, in the vicinity of 174th Street, is heavily traveled roadway with an Average Annual Daily Traffic (AADT) of 55,200 vehicles. This is well above average for a six-lane roadway. A Temporary Traffic Control Plan (TTCP) will be developed to safely address vehicular traffic, including emergency vehicles, pedestrian traffic and construction personnel. Construction operations shall be coordinated with the City of Sunny Isles Public Works Department, as the City’s noise ordinance (7 am to sunset) will require a noise permit for nighttime construction. Any nighttime work will be coordinated with the FFWCC because of the lighting restrictions required during turtle nesting season. All impacts to private properties, such as driveway reconstruction, will be coordinated with the respective property owner/condominium association. Lane Closure Analysis We have performed a preliminary Lane Closure Analysis to determine the number of allowable lane closures on Collins Avenue during construction. The analysis was based on: • 24-hour vehicular traffic counts provided in the 174th Street Pedestrian Overpass Planning Study • FDOT LOS Manual, Table 7 Peak Hour Directional Volumes, Class II Conclusions / Recommendations: Weekday Options: 1. From 12 midnight to 5:00 AM: Leave ONE lane open to traffic. 2. From 7:30 PM to 7:00 AM: Leave TWO lanes open to traffic. 3. From 7:00 AM to 7:30 PM: Leave THREE lanes open to traffic. Saturday Options 1. From 12 midnight to 7:30 AM: Leave ONE lane open to traffic. 2. From 7:30 AM to 12 midnight: Leave TWO lanes open to traffic. TTCP for Main Span Erection The critical TTCP phases are dictated by safe main span construction activities over Collins Ave. Erection of the main spine and ribs of the bridge can be accomplished in four TTC phases, thereby, minimizing traffic disruption. Our approach maintains the existing 6 lanes throughout the majority of construction minimizing disruption to vehicular traffic and allowing emergency responder access. The following schematics show the erection of the main spine and ribs and the corresponding traffic configurations: One 6 hr nighttime vehicular road closure of Collins Ave to deliver and erect three FUB beams from truck. Pedestrians and bicyclists can use the N Bay Rd pedestrian bridge. Erection and stabilization of main structural member performed without traffic beneath. Traffic reopened once temporary bracing installed. Median and left turn to 174th Street temporarily removed. 6 lanes of traffic maintained and shifted to the west. Pedestrian traffic maintained on west side of Collins Avenue. Rib erection performed in work zone to the east. Median and left turn to 174th Street temporarily removed. 6 lanes of traffic maintained and shifted to the east. Pedestrian traffic maintained on east side of Collins Avenue. Rib erection performed in work zone to the west. Median and left turn to 174th Street temporarily removed. 4 lanes of traffic maintained in both directions for weekday nights (7:30 PM to 7:00 AM) and Saturdays (7:30 AM to 12 midnight). Pedestrian traffic maintained on both sides Rib erection performed in work zone in median. PERMITS Our preliminary screening of the project site and understanding of bridge permitting processes is summarized below: • No environmental (e.g. wetlands or protected species) impacts are present. Therefore, this project will not need environmental permits from the USACE. • From our team experience designing and constructing Samson Park, we understand that the Bridge Park lighting design and temporary nighttime construction lighting can affect ocean turtles. We will coordinate with SFWMD during the ERP process and the Florida Fish & Wildlife Conservation Commission for required permits and approvals. • The unique design of the proposed pedestrian bridge will prevent use of the ERP Exemption 62-330.051(10), dealing with construction of a trail 14 foot wide or less. • This project will not likely meet the requirements of a general ERP. As a result, an individual ERP from the SFWMD will be required. • This project does not create a system that will generate a pollutant load. Therefore, a stormwater management system will not be required. Rib and spine system complete. Slabs on ribs can be placed during previous TTC or sequence can be repeated depending on durations of activities. Spine deck can be cast conventionally without disruption to traffic since three FUBs are stable and redundant The TTCP shown above represents minimal disruption to traffic while performing construction activities. The spine-rib system provides the flexibility to be adjusted to further refine or improve the constructability as we move into detailed final design. Elevator, stairs, and amphitheater systems can be constructed by closing sidewalk areas to pedestrian traffic. PROJECT MANAGEMENT APPROACH Our success in bridge replacement project management approach is based in the follow key strategies: • Leadership of experienced project manager with strong technical and communication skills. • Coordinated local team of experienced professionals • Transparent and open communication with the City • Proactive control of project risk • Quality control procedures for contract documents Our project management plan outlined below will document the roadmap to successfully deliver this bridge project for the City: COMMUNICATION PLAN Our philosophy is total transparency with the City regarding project information. Our project manager will be the single point of contact for the City and will keep key City personnel informed about project progress and key issues for resolution. Our communication plan will include methods for coordinating and communicating with both or internal and external team. Internal Communication The internal team of H&H and subconsultants will be coordinated through the the following: • Kickoff Meeting - The full team will meet immediately following NTP to establish project protocols and processes. The team will be provided with the project management plan, line of communication and technical delivery specifics such as CADD standard. • Biweekly Team Meetings - We will hold biweekly team meetings to establish project progress, key issues and resolutions, and tracking of key risk items such as permits and utility clearance. • Contract Administration - The project manager shall maintain an administrative project file and will update the team with any pertinent changes External Communication Our public information and outreach campaign will involve communicating with road users, general public, area residences and businesses, and appropriate public entities about the Bridge Park project implications for safety and mobility. Our public involvement subconsultant MRG will develop a Community Awareness Plan (CAP). Since the Bridge Park project includes a new bridge the CAP will be a Level 4 which requires specific design and construction phase activities. Project Manager, Henri Sinson, PE, has over 20 years of complex bridge design and project management experience. Design Phase activities include: • Project Presentations - Presentations as requested to MPO, County Commission, legislators and community groups regarding design, impact and construction status • Notice of Access Impact - Driveway closures and/or modifications to affected property owners. • Project Information Workshops - Workshops include City and County staff, elected officials, property owners, and interested public to solicit comments Construction Phase activities include: • Project Information Mailings - Mass mailing of project information with construction dates and specific traffic impact information prior start of construction • Weekly Traffic Reports - Throughout the construction phase specific traffic impacts are documented in the FDOT District PIO’s Weekly Traffic Report news release. We have identified the following key stakeholders impacted by the project: • 175 Terrace Parking Lot • Casa de Betty /Lodging • Chabad Lubavitch of Sunny Isles Beach • Chateau Beach Residences • Double Tree Resort & Spa by Hilton • Exotic Luxury Car Rental • Florida Ocean Club • King David Condominium Association • Miami TCS Car Rental • Miami’s Boat Rentals • Miami-Dade County Sunny Isles Beach Fire Rescue Station Number 10 • Ocean Four Condo • Ossi’s Bake Shop • Samson Oceanfront Park • Shaare Tzion Sephardic Synagogue • Sole Miami, A Noble House Resort • Sunny Isles Police Department • Town Center Park • United Nut Company • Walgreens • Winston Tower 300 Association • Winston Tower 600 Condo Association • Winston Towers • Winston Towers 200 Association • Winston Towers 500 Condo Association • Winston Towers 700 Condo Association • Winston Yacht Marina • Young Israel of Sunny Isles RISK MANAGEMENT Risk analysis and management is critical to deliver projects within budget and on schedule. Risk analysis involves replacing traditional cost contingency with a risk-based contingency. Risk items (both threats and opportunities) are quantified and tracked in a risk registry and the monthly progress reports. Risk items can then be proactively mitigated and managed by the Project Manager to control project budget and schedule. Additionally, the City could opt for a risk workshop which brings the key disciplines together to further analyze the schedule and cost risks. This process culminates in a Monte-Carlo simulation providing cost and schedule ranges and rationally developed contingency. H&H has successfully completed in three risk workshops in the past year. H&H has performed a preliminary FDOT Risk Based Graded Approach Worksheet for the Bridge Park project below: The H&H project approach has limited the result of the Risk Assessment to Medium Risk for the Bridge Park. Risk Mitigation Summary: • #1 Utilities – We have added subsurface exploration to the scope to minimize this risk. • #2 Project Schedule – Analyzed schedule to provide more time for critical path activities. Simple design minimizes Independent Peer Review schedule risk. • #12 Public Involvement – Added Public Involvement experts MRG to guide us through the public outreach. • #15 Constructability - Integrated design approach to simplify construction and maintenance of traffic. ITEM # RISK ELEMENT RISK ASSESSMENT RISK PRIORITY RISK TOTAL 1 UTILITIES 3 5 15 2 PROJECT SCHEDULE 3 5 15 3 COORDINATION 3 3 9 4 ENVIRONMENTAL 1 3 3 5 CONTAMINATION 1 1 1 6 REGULATORY INVOLVEMENT 3 3 9 7 RESOURCE AVAILABILITY 1 1 1 8 MATERIAL AVAILABILITY 1 1 1 9 EXPERIENCE / CAPABILITY 1 3 3 10 PROJECT FUNDING 3 3 9 11 POLITICAL VISIBILITY 5 3 15 12 PUBLIC INVOLVEMENT 5 5 25 13 SAFETY 1 1 1 14 RIGHT OF WAY 1 1 1 15 CONSTRUCTION / CONSTRUCTABILITY (MOT)5 5 25 16 MAINTENANCE 3 3 9 17 TOLLS 1 1 1 18 TECHNOLOGY 1 5 5 19 FACILITIES / ARCHITECTURE 3 3 9 20 OTHER 1 1 1 PROJECT RISK SCORE 158 Project Risk Score = 0 - 120 Low Risk Project Risk Score = 121 - 200 Medium Risk Project Risk Score = > 200 High Risk CONTROL OF PROJECT SCHEDULE H&H is very familiar with scheduling bridge project development tasks for successful delivery and permitting. Below is a simplified project schedule from Initial Engineering, Final Engineering, and Post- Design Phases for the Bridge Park project. The City will be provided a full Microsoft Project Critical Path Method schedule 2 weeks after Notice to Proceed (NTP). PHASE ACTIVITY DESCRIPTION DATE 1 Notice to Proceed February 01, 2021 2 Kick Off Meeting February 08, 2021 3 Begin Utility Contacts February 15, 2021 4 Begin Survey February 15, 2021 5 Begin Subsurface Utility Exploration March 01, 2021 6 Begin Substrata Exploration March 01, 2021 7 Typical Section Package April 26, 2021 8 BDR/30% Submittal May 03, 2021 9 City & FDOT Review May 31, 2021 10 Constructability/60% Submittal October 18, 2021 11 Permits Submission October 18, 2021 12 Independent Peer Review November 15, 2021 13 City & FDOT Review November 15, 2021 14 Biddability/90% Submittal May 30, 2022 15 City & FDOT Review June 27, 2022 16 Permits Cleared August 08, 2022 17 Utilities Cleared August 08, 2022 18 Final/100% Submittal August 22, 2022 19 Independent Peer Review September 19, 2022 20 City & FDOT Review September 19, 2022 21 Right of Way Certification December 01, 2021 22 Design Complete October 17, 2022 23 Letting October 03, 2023 24 Pre-Bid Meeting October 19, 2023 25 Pre-Con Meeting January 11, 2024 26 Project Accepted December 01, 2025INITIAL ENGINEERINGFINAL ENGINEERINGPOST-DESIGNBridge Park Project Schedule Critical Path The critical path items are highlighted in the schedule above and consist of the Permit and Utility Clearance processes. To mitigate project schedule risk, we have made the following key improvement to the the tentative schedule milestones provided in RFP Addendum #1: • Design Complete milestone has been shifted from February 2022 to match the Right-of-Way Certification milestone in December 2021. Attachment C of the RFP includes the completed Right- of-Way acquisition documentation, removing the risk from the right-of-way process. This shift in Design Complete extends the utility and permit process durations from 6.5 months to 10.5 months, which will decrease the risk of external agencies delaying the project production. Initial Engineering Phase During Initial Engineering phase, we continue to gather data, such as survey, utility locates, and substrata conditions, to establish the design criteria and concept. The Typical Section package will be prepared and submitted to the City and FDOT for approval in advance of the BDR/30% Plans submittal. In preparing this proposal the H&H team has already performed preliminary calculations and developed design concepts. This proposal pre-work allows us to complete the Initial Engineering Phase within 3 months of NTP. One month of City and FDOT review time is included in submittal. Final Engineering Phase During Final Engineering phase, we will develop the plans, specifications, and estimates for letting, while clearing key processes such as permits and utilities. Since the permit package submittals typical require 60% plan completion, we propose to complete the Constructability/60% submittal within 5 months to further increase the permit process duration and mitigate schedule risk. Our Biddability/90% submittal will mark the completion of the design in the FDOT process. We have allotted 8 months for to prepare this submittal to maximize design documentation and finalization of contract documents. Our simple Category 1 design approach minimizes Independent Peer Review and FDOT approval efforts and thus schedule risk. However, we also have included time for Independent Peer Review prior to the 90% and 100% submittals in our schedule analysis. Construction Phase The South Florida “season” where local populations and traffic increase significantly extends approximately from October to April. The Bridge Park superstructure concept is modular in nature and allows for flexibility in construction. This means that the contractor will be able to phase construction to minimize disruption. Our contract documents will limit construction activities with traffic disruption to months outside of the “season”. CONTROL OF PROJECT BUDGET H&H employs proactive project management tools and methods to control the design and construction budgets. The 2019 RFP Addendum #1 provided the estimated budgets below: • Total Budget: $13,050,000 • Design Budget: $1,995,000 • Construction Budget (Total Budget - Design Budget): $11,055,000 Design Budget Critical to controlling the design budget is a well-developed scope. H&H will provide the City with a breakdown of the tasks to complete the design and contract documents for the Bridge Park in the City or FDOT format. The need for each task will transparently discussed with the City. With an agreed upon scope and corresponding effort, we will move forward with proactively tracking the budget. H&H uses the Earned Value (EV) approach to controlling the design budget. The image to the right shows a generic EV curve with the key features labelled. The EV chart is a living document that is updated monthly for internal audits and as a justification for invoicing limits. Construction Budget The FDOT process includes the development of a Long-Range Estimate (LRE) of construction cost. We will update the LRE through the 60%/Constructability submittal after which we will provide an Engineer’s Estimate of cost. We will assign percentages of potential variation of each pay item from the baseline estimate. This approach will provide a transparent means to determine a rational construction cost contingency. In addition to the LRE risk management process, we use the following strategies to minimize changes to the project cost during construction: • Accurate Unit Cost Estimation - We will engage our contractor industry partners to get updated unit costs for the Bridge Park project that factors in the site conditions and quantities and not just rely on statewide averages. • Integrated Design and Construction Approach - We mitigate construction cost risk by integrating our design approach into the construction and maintenance of traffic approaches. Examples of this integration are the spine and rib erection approaches in this proposal. Sample Earned Value Chart • Constructability Reviews - We will engage our construction engineering team to review the Constructability/60% submittal for construction approach and impacts to key items such as maintenance of traffic, utilities, right-of-way, and public safety. • Quality Control - Our comprehensive quality control and assurance program minimizes plan and specification revisions during construction in-turn minimizing construction change orders. • Post Design Support - Any construction phase related request is prioritized by our staff. We typically respond to RFIs within a day of receipt and our local office staff can be at the project site within an hour. We believe that responsiveness and problem-solving approach reduces construction issues and cost increases. Construction Cost Estimate NOTES: ▪ $2/lb is a very low unit cost to underscore the difference. ▪ Steel box girders require lighting and ventilation for internal inspection. FUBs do not. ▪ Steel boxes must be painted in this environment which costs approx. $500k. ▪ Painting requires lane closures with traffic disruption. From 2019 RFP Addendum #1 ▪ Total Budget: $13,050,000 ▪ Design Budget: $1,995,000 ▪ Construction Budget (Total Budget - Design Budget): $11M Preliminary Construction Estimate: $7M << $11M ▪ Includes $600k contingency Cost Comparison: ▪ FUBs = $360k ▪ Steel Box Girders = 150ft*1500lb/ft*$2/lb * 3 Girders = $1.3M ▪ Difference of over $1M in just main girders if steel used! QUALITY CONTROL PROCESS Quality Management Plan (QMP) The objective of the QMP, which we will provide for City and FDOT review 20 days after NTP, is to provide tools to our project team so that our professional services are performed and delivered in accordance with applicable industry standards of care and to the satisfaction of project scope requirements while remaining within the allocated schedule and budget. The project-specific QMP includes the H&H Quality Assurance Plan and the H&H Quality Control Plan. A Project Specific Quality Management Plan front end includes: • Project Summary (scope, schedule, list of key personnel) • Project Deliverables • Witness Points or Other Project Reviews to be performed • Project Specific Procedures, if applicable (unique contract requirements, specific stamps, check lists, etc.) • Project-specific QMPs, once approved by the firm and the client, are unique to the project Quality Control Plan Quality control is a series of activities, actions and procedures routinely undertaken to ensure that our services and their representative work products are produced to the requisite standard of care and in accordance with the defined technical philosophy of the firm. The plan defines procedures for quality control which minimize errors, discrepancies, and omissions in H&H’s work products. Furthermore, such procedures are intended to produce concise, delineated records of the in-house quality control process. The intent is for each work product to be thoroughly reviewed in detail by someone in addition to the review by the Originator/Producer who prepared that work product for conformity with generally accepted design and engineering practice. A detailed quality control process will be used for each submitted document. Prior to initiation of the quality control process, our Project Manager will review and coordinate with the Originator/Producer the appropriate level of detail and information for a given document type or class and level of development. Quality Control Stamp Once the Originator/ Producer and Project Manager have agreed that a document contains the appropriate level of detail and information required at the phase submission or is substantially complete and ready for checking, a check print will be prepared, and the Project Manager will assign it to the Checker. Each check print shall bear a red quality control stamp with the originator/producer’s initials and date in the “Ready for Checking” boxes. The check print shall be designated as final or for a specific phase submittal. Supplemental Reviews In addition to the QC review, we will perform the following supplemental reviews due to the complexity and proximity to the traveling public • Independent Technical Reviews (ITR) - Our team of highly experienced engineers in our Tampa office, lead by George Patton, PE, will provide ITR comments at each phase submittal which be formally addressed and documented. • Constructability Reviews - We have assigned Steven Nappi, PE, from the construction inspection division of H&H to provide constructability reviews. • Biddability Reviews - We will perform a review to specifically examine the contract documents for whether bid documents are clear and comprehensible, critical information has been included, specific bid items are clearly defined to facilitate bidding and evaluations. Quality Assurance Plan Quality assurance is the systematic review of our design and development processes and our quality control activities to confirm that the desired level of quality has been attained and will continue to be obtained. Quality assurance identifies procedural shortfalls and recommends changes to improve our processes. Quality Assurance is a company-wide process that confirms that the proper processes are in place to assure that our services and products meet the requisite standard of care. The Quality Assurance Plan provides procedural controls for maintaining the quality of work delivered to the Client through communication and verification. Quality assurance is not a substitute for appropriate project quality control activities. Quality assurance is validation that our services and products meet the requisite standard of care and communication of those standards. It is a company-wide process that confirms that the proper processes are in place and being followed. RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Qualification Information and Assigned Personnel Qualification Information and Assigned Personnel: The Hardesty & Hanover Difference Hardesty & Hanover offers national (even global) bridge design expertise from our South Florida resources who are dedicated to delivering the Bridge Park for the City. Inner Harbour Pedestrian Bridge, Denmark US 1 Pedestrian Bridge over the New River concept, FL Delancy Street Pedestrian Bridge, NY 10th Street Pedestrian Bridge, NY 25th Street Pedestrian Bridge, NY E-1 The H&H Bridge Park Team Hardesty & Hanover assembled a team of trusted consultants with the specific relevant experience and qualifications to deliver the Bridge Park project. Relevant Samson Oceanfront Park and SIB Experience •Miller Legg and RJ Behar provided the landscaping and civil engineering services respectively for the Samson Oceanfront Park reconstruction. The specific knowledge of these team members provide for continuity of the Oceanfront park on to the Bridge Park. •UES are providing geotechnical services at the City of Sunny Isles Beach pedestrian bridge at the Government Center. They are also the state leader in the specification and testing of augercast piles through their design in the I-395 signature bridge project in Miami. In addition to their unique technical knowledge of the services required for this project, these team members also provide knowledge of the City’s preferences and processes. E-2 Leaders and Doers Project Manager: Henri Sinson, PE, is the Sunrise Office Manager. In his 22 years at H&H, Henri has designed and managed major FDOT and local government bridges from study through construction. His extensive FDOT bridge design and delivery process experience along with local government entities seeking federal funds. As Project Manager, Henri will be responsible for coordination and oversight of the design disciplines and subconsultants. Henri will be the single point of contact for the City and FDOT from initial engineering through construction complete - he is a cradle- to-grave project manager. Notable Project Management Experience: • GIBA - Gasparilla Island Bridge over the GICWW (photos below) • FDOT D4 - US 1 Pedestrian Bridge over New River PD&E • FDOT D7 - I-75 Bridges over SR50 • FDOT D3 - SR 77 Bridge over SR 75 Gasparilla Island Bridge over the ICWW, Gasparilla Island, Florida E-3 Principal-in-Charge: Michael Sileno, PE, is the Southeast Regional Manager. In his 24 years at H&H, Mike has managed and overseen numerous major FDOT bridge design, replacement, rehabilitation, roadway reconstruction, and municipal projects. Mike has decades of South Florida design experience managing federal grant and LAP funded projects. His firsthand, up-close experience and comprehensive understanding of PD&E studies, Bridge Development Reports, public involvement, design development, permitting, construction processes which will be beneficial to your pedestrian bridge project. As our dedicated Principal for this pedestrian bridge design contract, Mike will provide resource commitment and additional management oversight. Notable Principal-in-Charge Experience: • FDOT D6 -NW 5th Street Bridge over Miami River (photo below) • FDOT D6 - SW 1st Street Bridge over Miami River • FDOT D4 - Jupiter Federal Bridge over Loxahatchee River • FDOT D4 - Flagler Memorial Bridge over ICWW • FDOT D4 - North Causeway Bridge over ICWW NW 5th Street Bridge over Miami River, Miami, Florida E-4 QA/QC Manager: George Patton, PE, an industry-recognized bridge engineering expert has over 33 years of engineering experience with design, studies and analysis on bridges of all sizes and complexities. Serving as H&H’s Chief Bridge Engineer, George is responsible for technical direction and engineering of bridge studies, replacement designs and rehabilitation projects. George will provide technical oversight and ensure that H&H’s QA/QC program is administrated properly as it is intended. Notable Bridge Replacement Experience: •FDOT D6 - 12th Avenue Bridge over Miami River (photo below) •FDOT D4 - 17th Street Causeway over the ICWW •FDOT D4 - Royal Park Bridge over ICWW •Treasure Island Causeway over GICWW 12th Avenue Bridge over Miami River, Miami, Florida E-5 Constructability: Steven Nappi, PE, is Regional Manager of Construction Services. As a bridge construction engineering and inspection professional, Steve has extensive field experience in managing and administering bridge construction projects for the FDOT. With a strong background in structural engineering, he provides field oversight for the construction phase services and constructability reviews during the design phase. Notable Construction Engineering Experience: •Gasparilla Island Bridge over the Gulf ICWW •Matlacha Bridge over the Gulf ICWW (photo below) Matlacha Bridge over the Gulf ICWW, Matlacha, Florida E-6 Pedestrian Bridge Design Experience In addition to the project experience provided in the Standard Form 330, we are highlighting two pedestrian bridge projects that have relevance to the Bridge Park. Highlighted Project 1: 25th Street Pedestrian Bridge crossing the FDR Drive Relevance to Bridge Park project: • Pedestrian bridge over major arterial with heavy traffic • Design approach providing three lanes of traffic in each direction The bridge spans over the Van Wyck Expressway in Queens, NY and is part of the Kew Gardens Interchange Reconstruction which is an H&H design project. Design included provisions to allow three lanes of traffic along the southbound and the northbound Van Wyck Expressway to be continuously open except for short duration night closures for safe girder erection. Highlighted Project 2: Sandy East Side Resiliency Pedestrian Bridges Relevance to Bridge Park project: • Pedestrian bridges with park elements • Design approach providing three lanes of traffic in each direction H&H provided conceptual and final design for two new pedestrian bridges to further enhance pedestrian access to Manhattan’s Lower East Side waterfront area. The overall aim of the East Side Coastal Resiliency Project is to fortify neighborhoods and infrastructure from future storm surge and rising sea levels, as well as improve recreational opportunities and accessibility to the park and waterfront. Both the Delancy Street and 10th Street bridges tie into parks and include park elements such as trees and glass safety walls like the Bridge Park concept. Delancy Street Pedestrian Bridge Elevation 10th Street Pedestrian Bridge Elevation 25th Street Pedestrian Bridge E-7 Presented below are is listing of other recent H&H pedestrian bridge design projects: E-8 E-9 Florida Bridge Design & Permitting Experience H&H is one of the premier bridge design firms in the state and has been trusted with the most challenging bridge projects for local governments and FDOT. Below is a listing of H&H bridge permitting and replacement projects in the past decade in Florida: 1. South River Drive Bridge over Tamiami Canal, Miami-Dade County 2. SFRC Bridge over Miami Canal, FDOT D6 3. SW 1st Street Bridge over Miami River, FDOT D6 4. NW 5th Street Bridge over Miami River, FDOT D6 5. HEFT Ramp H4, FDOT D6 6. HEFT Ramp H5, FDOT D6 7. Flagler Memorial Bridge over ICWW, FDOT D4 8. North Causeway Bridge over ICWW, FDOT D4 9. Jupiter Federal Bridge over ICWW, FDOT D4 10. Pembroke Road Bridge over I-75, FDOT D4 11. Miramar Parkway Bridge over I-75, FDOT D4 12. CSX Bridge over New River, FDOT D4 13. Little Ringling Bridge over Sarasota Bay, FDOT D1 14. SR 50 Bridge over I-75, FDOT D7 15. I-4 CD Bridge over Bypass Canal, FDOT D7 16. SR 77 Bridge over SR 75, FDOT D3 17. Gasparilla Island Swing Bridge over the GICWW, GIBA E-10 Ability to Complete Projects on Schedule and Within Budget Our history of delivering complex bridge projects on schedule and budget is demonstrated by our record of past performance, our award-winning designs, and our references. Our record for completing contracts within the agreed time frames has been excellent and can be attributed to the following factors: • Clearly defining and understanding the Scope of Work • Matching H&H technical resources to the defined Scope of Work • Experienced and technically-minded Principals-in- Charge and Project Managers who are responsible for delivering projects that meet the client’s standards and expectations • Qualified project personnel who have defined responsibilities from the onset as well as the authority to act when necessary • H&H’s proven in-house Quality Control and Quality Assurance system. • Strong communication and tracking of project progress and risk mitigation • Adherence to customized Project Management Plans We have an excellent track record of success with our clients, many of whom we have had ongoing relationships with for several decades. Our history of design innovation inspires our engineers to reach new heights, and this is demonstrated time and again by the quality and ingenuity of our projects. For example, the multiple award-winning Kew Gardens Interchange project in New York won major praise from NYSDOT: “This notable assignment, involving a major reconstruction of the Kew Gardens Interchange has been designed to the satisfaction of the NYSDOT. The project team was proactive in collaborating with NYSDOT. The well-thought-out design resulted in smooth construction, with quick resolution to field issues. The project achieved NYSDOT’s goals and came in under budget and ahead of schedule, exceeding NYSDOT’s expectations.” Our clients look to us time and again for quality, long-lasting, aesthetically pleasing designs. As an international firm, we strive to please clients and the traveling public around the world. Their praise encourages us to achieve continued excellence. To quote the Dublin, Ireland City Engineer, “When one considers the importance of bridges to the wellbeing of a local community your company has a special place of honor not just in the engineering world but in the greater community at large.” Regarding H&H’s performance on the major reconstruction of the Kew Gardens Interchange NYSDOT stated: “The project team was proactive in collaborating with NYSDOT. The well-thought-out design resulted in smooth construction, with quick resolution to field issues. The project achieved NYSDOT’s goals and came in under budget and ahead of schedule, exceeding NYSDOT’s expectations.” The “Approach to Project Process” and “Project Management Approach” sections, located in “Part E - Project Approach and Understanding,” details our specific activities and methodology proposed to control the Bridge Park project schedule and budget. E-11 Key ●Hardesty & Hanover ●F.R. Aleman ●Media Relations Group ●Miller Legg ●Janus Research ●R.J. Behar ●Universal Engineering Sciences ●HBL Lighting Design RFP Required Scope of Services Recommended Scope Additions Survey Lis R. Tolstoy, PSM Hydrogeological ●Hans Murzi, PE, CFM Irrigation ●Brian Shore, RLA Utility Coordination Osvaldo Sanchez Geotechnical ●Reinaldo Villa, MS, PE Civil ●Robert Behar, PE Landscaping/Hardscaping ●Brian Shore, RLA SUE Dennis Stanton Project Principal ●Michael Sileno, MS, PE QA/QC Manager ●George Patton, MS, PE Constructibility ●Steven Nappi, PE City Project Manager Claudia C. Hasbun, PE Project Manager TECHNICAL RESOURCES Structural ●Henri Sinson, MS, PE ●Jorge Soto, PE Mechanical ●Amaka Anderson, PE Permitting ●Dylan Larson, CEP, PWS Hydraulic ●Juan Vazquez, PE, PH, BCEE Environmental ●Dylan Larson, CEP, PWS, CLI Public Involvement ●Laila Haddad Signals ●Paola Riveros, PE Electrical ●Andrew Barthle, PE Construction Bid / Administration / Inspection ●Henri Sinson, MS, PE ●Steven Nappi, PE Architectural ●Daniel Tarantino, RA ●Henri Sinson, MS, PE FDOT District 6 Traffic ●Rafael De Arazoza, PE, PTOE Maintenance of Traffic ●Robert Behar, PE Lighting ●Faith E. Blum ●Elizabeth Johnson Cultural Resource Assessments ●Kenneth Hardin Signing / Pavement Marking ●Paola Riveros, PE Independent Peer Reviewer Team FDOT Prequalifications H&H Team is currently prequalified with FDOT in the following classes of work: • Work Group 3 Highway Design Roadway • Work Group 4 Highway Design – Bridges • Work Group 5 Bridge Inspection • Work Group 6 Traffic Engineering & Operations Studies • Work Group 7 Traffic Operations Design • Work Group 8 Surveying & Mapping • Work Group 9 Soil Exploration, Material Testing and Foundations • Work Group 14 Architect • Work Group 15 Landscape Architect FDOT prequalification letters are included for each subconsultant. E-13 H&H Firm Introduction Hardesty & Hanover is a full-service infrastructure engineering company with more than 130 years of experience steeped in solving complex engineering challenges. Consulting firms, contractors and infrastructure owners count on us when innovative design and intricate engineering solutions are required. Our specialty lies primarily in bridges and roadways and our ability to manage the entire life cycle of engineering services and support. We employ teams of superior engineers that bring a forward-thinking approach using the world’s latest project management, design, and support innovations. As a result, our clients’ projects are brought in on time, on budget, and are engineered to the highest standards in design, durability, safety, and aesthetic value. H&H is a limited liability company (LLC) with 24 offices with over 400 bridge engineers throughout the United States. H&H is one of the largest bridge engineering groups in Florida with 16 local bridge engineers. We have been designing bridges and roadways in Florida since 1999. H&H Professional Services Our multi-discipline staff of structural, mechanical, electrical, and civil engineers a combine their in-depth knowledge of the most current technologies with extensive experience to develop creative and efficient solutions, which can be successfully implemented in congested urban settings and environmentally sensitive areas. Over the years, the firm has been responsible for many innovations and inventions and has an impressive list of industry awards for our bridge design projects. H&H offers the following relevant bridge engineering and project management services: •Transportation project management •Bridge analysis and design •Building analysis and design •Electrical engineering •Mechanical engineering •Lighting design •Constructability / quality assurance reviews •Construction support services •CADD E-14 Key Staff Availability Key Staff Role Percentage Available for the Project’s Duration based on Current and Future Commitments Michael Sileno, PE Principal-in-Charge 50% Available Henri Sinson, PE Project Manager / Structural / Construction 100% Available Jorge Soto, PE Structural Engineering 80% Available George Patton, PE QA / QC Manager 50% Available Steven Nappi, PE Constructability / Construction Services 50% Available Daniel Tarantino, RA Architecture 70% Available The H&H Sunrise office has the capacity to deliver $4.5 million of work per year. With two major FDOT bridge replacement projects (Jupiter Federal over Loxahatchee River and North Bridge over ICWW) completing the Biddability Phase in the second quarter of 2020, our workload will drop below our capacity. This workload drop provides double the capacity needed to deliver the Bridge Park project. Additionally, Project Manager, Henri Sinson, PE, is not currently managing any other major bridge projects and is 100% available to lead the Bridge Park delivery. E-15 H&H Local Offices Project Office. H&H will manage and design Bridge Park project from our Sunrise Office, which is located at 1000 Sawgrass Corporate Parkway, Suite 544, in Sunrise, Florida - 30 minutes from the project site. Our Sunrise office includes a staff of 18 with the breakdown of their degrees, licensing, years of experience, and FDOT classification tabulated below: Last Name First Name Degree License Experience FDOT Classification Sileno Michael BSME/MSME PE 25 Chief Mechanical Engineer 1 Sinson Henri BSCE/MSCE PE 22 Chief Structural Engineer 1 Viciedo Roberto BSCE PE 24 Chief Structural Engineer 1 Barthle Andrew BSEE PE 17 Senior Electrical Engineer 1 Soto Jorge BSCE PE 21 Chief Structural Engineer 1 Granados Cesar BSCE PE 25 Senior Structural Engineer 1 Hedge Steve BSCE PE 22 Structural Engineer 1 Anderson Amaka BSME PE 12 Mechanical Engineer 2 Sanchez Sabrina BS N/A 22 Operations Manager Khan Sayyid BSEE/MSEE PE 11 Electrical Engineer 1 Marin Roberto BSCE -- 32 Senior Roadway Designer Mamone Travis BSME -- 6 Mechanical Engineer Barthle Theodore -- -- 20 Senior Engineering Tech Baker Jordan BSCE -- 5 Roadway Designer Sanchez Tomas BSCE EI 8 Structural Engineer Intern Castillo Daniel BSCE/MSCE PE 7 Structural Engineer Intern Banyhany Musab BSCE/MSCE -- <1 Structural Engineering Tech Sileno Wanda -- N/A 12 Secretary/Clerical Team Accepting ACEC Award for the Gasparilla Island Bridge Replacement Project Five structural engineers with over 20 years of experience 30 minutes from Bridge Park site E-16 H&H Offices and Resources H&H has full-service transportation engineering consulting firm with expertise in the disciplines necessary for this contract, including: Project Management, Civil, Structural, Mechanical, Electrical, Geotechnical, Roadway, Traffic, Hydraulics, Construction Management and Inspection. Our bridge staff of over 200 is one the largest in the country. Florida – Sunrise Project Office 1000 Sawgrass Corporate Parkway, Suite 544 Sunrise, FL 33323 New York, New York Headquarters 1501 Broadway New York, NY 10036 Connecticut - Fairfield 41 Ruane Street Fairfield, CT 06824 Connecticut - New Haven 59 Elm Street, Suite 406 New Haven, CT 06510 Florida – Jacksonville 8130 Baymeadows Way West, Suite 100 Jacksonville, FL 32256 Florida – Port Charlotte 950 Tamiami Trail, Unit 104 Port Charlotte, FL 33953 Florida – Tampa 5110 Eisenhower Boulevard Suite 310 Tampa, FL 33634 Illinois 222 South Riverside Plaza Chicago, IL 60606 Louisiana 3850 N. Causeway Blvd. Suite 1850 Metairie, LA 70002 Maryland 180 Admiral Cochrane Drive Suite 555 Annapolis, MD 21401 Massachusetts 31 Milk Street, Suite 405 Boston, MA 02109 Maine 500 Route 1, Suite 105 Yarmouth, ME 04096 Michigan 2140 University Park Drive Suite 290 Okemos, MI 48864 Minnesota 1915 MN-36, Suite 115 Roseville, MN 55113 New Hampshire 6 Bedford Farms Drive Suite 111 Bedford, NH 03110 New Jersey – Hoboken 5 Marine View Plaza Hoboken, NJ 07030 New Jersey – Mt. Laurel 303 Fellowship Road Suite 200 Mount Laurel, NJ 08054 New Jersey – Newark 1143 Raymond Plaza West One Gateway Center Suite 2320 Newark, NJ 07102 New Jersey – West Trenton 850 Bear Tavern Road Suite 206 West Trenton, NJ 08628 New York – Long Island 105 Maxess Road Suite N109 Melville, NY 11747 New York – Rye 555 Theodore Fremd Avenue Suite C-301 Rye, NY 10580 North Carolina 3100 Smoketree Court, Suite 1005 Raleigh, NC 27604 Virginia 8280 Willow Oaks Corporate Drive, Suite 510 Fairfax, VA 22031 Washington State 8640 Martin Way Et, Ste. B Lacey, WA 98516 E-17 Relevant Experience with FHWA and FDOT LAP requirements Our NW South River Drive Tamiami Canal project, located in Miami-Dade County was completed in 2019. This project received 2019 FTBA Best in Construction Award in the LAP Category. Performance Records Presented below are bridge replacement grades showing strong performance on recent complex FDOT projects: Project Verification Form H&H has completed the design and permitting of at least one pedestrian bridge project in the past 10 years. Our required Project Verification Form is provided in the Forms Tab. Financial Stability Founded in 1887, Hardesty & Hanover is one of the oldest and most respected engineering firms in the country. Year after year, we continue to grow, opening new offices and exploring new technologies. Our revenue has grown from $28.6 million in 2002 to $101.3 million in 2019. Another indication of our financial stability is our long-term relationship with our clients, including, including numerous clients with whom we have been working since their inception. H&H has on-going relationships with major agencies such as the Port Authority of New York and New Jersey (since 1921), Triborough Bridge and Tunnel Authority (1933), and Florida Department of Transportation (1960). As requested, H&H has provided three years of CPA-audited financial statements at the end of this section for your review. E-18 Firm Organization: Founded in 1887, this professional engineering firm was later re-organized as a Limited Liability Company in the State of Delaware in June 2008. H&H formerly performed business as: •Waddell & Hendrick •Waddell & Harrington, •Waddell & Son •Waddell & Hardesty •Hardesty & Hanover H&H Officers & Principals: H&H Officers: •CEO, Sean Bluni •CFO, Anna Volynsky •COO, Michael Hawkins •CDO, Paul Skelton •CTO, Keith Griesing H&H Principals: •Robert Drew •Brendan O’Shea •Scott Reynolds •Glen Schetelich •Michael Sileno •David Tuckman •Daniel Wan Statement of Commitment H&H hereby commits that the personnel and principals named within this proposal shall remain assigned to the project throughout the period of the contract. No substitutions of change of personnel shall be made without the submission of a written request and subsequent City approval. E-19 Requested Documentation • Firm and Personnel Licenses • Certifications, Registrations, Technical Trainings • Award Summary • Memberships • Letters of Recommendation • Certificate of Insurance E-20 H&H FDOT Prequalification Letter E-21 E-22 H&H State of Florida Professional Licenses E-23 H&H State of Florida Professional Licenses E-24 H&H State of Florida Professional Licenses E-25 H&H Occupational License E-26 HARDESTY & HANOVER AWARDS 2020 Engineering New Record – Best of Region Awards Koscuiszki Bridge Phase II – Best of New York (Highway/Bridge Best Project) American Council of Engineering Companies (ACEC NJ )– Engineering Excellence Awards Route 31 over Peters Brook Bridge – Honor Award American Institute of Steel Construction (AISC) and National Steel Bridge Alliance – 2020 Prized Bridge Awards (National) Sarah Mildred Long Bridge, Portsmouth NH/Kittery, ME – Movable Span Engineering New Record – Best of Best Awards Sarah Mildred Long Bridge, Portsmouth NH/Kittery, ME – Bridge/Highway Project of the Year American Council of Engineering Companies (ACEC NY) – Engineering Excellence Awards Reconstruction of Harlem River Drive over 127th Street, NY, NY – Diamond Award – Transportation, Category H The Shed (Thornton Tomasetti), New York, NY – Diamond Award – Structural Systems, Category C Enhanced Station Initiative Package 3, New York, NY – Gold Award – Transportation, Category H Design-Build Replacement of Three Bridges in Westchester County, Pelham, NY – Silver Award, Structural Systems, Category C American Council of Engineering Companies (ACEC NY – Outstanding Project Awards I-75 Design-Build from South of SR 50 to Hernando/Sumter County Line, FDOT District – 2020 Outstanding Major Project 2019 American Segmental Bridge Institute Sarah Mildred Long Bridge, Portsmouth NH/Kittery, ME – 2019 ASBI Bridge Award of Excellence Roads and Bridges Magazine 5 Mile Belt Parkway Bridge Replacement and Reconstruction, Kings County, NY –Top Ten Roads of 2019, #10 Associated Builders & Contractors NH/VT Sarah Mildred Long Bridge, Portsmouth NH/Kittery, ME – Excellence in Construction Awards-The Chairman's Award New York State Society of Professional Engineers – Project Awards 5 Mile Belt Parkway Bridge Replacement and Reconstruction, Kings County, NY – Project of the Year American Council of Engineering Companies (ACEC Florida) – Outstanding Project Awards (OPA) Main Street Bridge, Jacksonville, FL – Outstanding Bridge Project American Council of Engineering Companies (ACEC National) – Engineering Excellence Awards Sarah Mildred Long Bridge, Kittery, Maine & Portsmouth, NH – Grand Award Johnson Street Bridge, Vancouver, BC – National Recognition Award Long Island Expressway /Grand Central Parkway Interchange Reconstruction, NY, NY – National Recognition Award American Council of Engineering Companies (ACEC NH) – Engineering Excellence Awards Sarah Mildred Long Bridge, Kittery, Maine & Portsmouth, NH – Overall Winner (Top Award) American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards Johnson Street Bridge, Victoria, BC – Diamond Award LIE/Grand Central Parkway Interchange Reconstruction, NY –Diamond Award Route 110 over Sunrise Highway Design-Build –Silver Award American Council of Engineering Companies (ACEC MW) – Engineering Excellence Awards Pennsylvania Avenue Bridge Rehabilitation, Washington, DC – Honor Award Engineering News-Record – Best of Region Awards Sarah Mildred Long Bridge – Best of New England Broadway Bridge – Award of Merit PCI – Project Awards Harlem River Drive – Honorable Mention in 2020 Awards Competition E-27 2018 American Council of Engineering Companies (ACEC Maine) – Engineering Excellence Awards  Gut Bridge, Bristol, ME – Grand Conceptor Award (Top Award) American Council of Engineering Companies (ACEC New York) – Engineering Excellence Awards  Kew Gardens Interchange, Queens, NY – Diamond Award  FDR-Houston Street CI, New York, NY – Gold Award  Belle Harbor CI, Queens, NY – Silver Award National Steel Bridge Alliance Awards  Gut Bridge, Bristol, ME – Prize Award for Movable Bridges Category (Top Award)  Fort Street Bridge, Detroit, MI – Merit Award for Movable Bridges Category 2017 America’s Transportation Awards - American Journal of Transportation  Gut Bridge, South Bristol, ME - Best Use of Technology and Innovation Award American Council of Engineering Companies (ACEC) - Engineering Excellence Awards  Minnesota Vikings Stadium, Minnesota, MN, Queens, NY - Honor Award  Gasparilla Island Swing Bridge Replacement, Gasparilla Island, FL - Merit Award American Council of Engineering Companies (ACEC MI) - Engineering Excellence Awards  Fort Street Bridge - Merit Award Florida Institute of Consulting Engineers (FICE) - Engineering Excellence Awards  Gasparilla Island Swing Bridge Replacement, Gasparilla Island, FL - Grand Award American Council of Engineering Companies (ACEC NJ) - Engineering Excellence Awards  Garden State Parkway Bridge over Great Egg Harbor, City of Somers Point, Township of Egg Harbor Atlantic County, Township of Upper Cape May County, NJ - Honor Award American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Garden State Parkway Bridge over Great Egg Harbor, City of Somers Point, Township of Egg Harbor Atlantic County, Township of Upper Cape May County, NJ - Platinum Award 2016 ENR Southeast Annual Best Project Awards  Gasparilla Island Swing Bridge Replacement, Gasparilla Island, FL - Merit Award American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Kew Gardens Interchange Contract 2A, Queens, NY - Diamond Award  Protective Coating of the Greenpoint Avenue Bridge, Queens, NY - Silver Award  Lincoln Tunnel Helix Rehabilitation, Weehawken, NJ - Silver Award NYSSPE - NY CHAPTER - 2016 NY Chapter Awards  Kew Gardens Interchange Contract 2A, Queens, NY - Project Honor Award 2015 American Institute of Steel Construction (AISC) - IDEAS2 Award  Florida Polytechnic University, Lakeland, FL - Award for Excellence, Projects from $15-75 Million Cuban American Association of Civil Engineers (CAACE)  Bear Cut and West Bridges Emergency Rehab/Water Main Replacement - Project of the Year - Category III American Council of Engineering Companies (ACEC NJ) - Engineering Excellence Awards  Route 1&9T over St. Paul’s Viaduct, Jersey City, NJ - Honor Award American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Replacement of Ramp MQ at the RFK Bridge, New York, NY - Platinum Award  Henry Hudson Bridge Rehabilitation Project, New York, NY - Platinum Award E-28 2014 Southeastern Association of State Highway and Transportation Officials (SASHTO) Matthews Bridge, Jacksonville, FL - Best Use of Innovation/Small Project American Association of State Highway and Transportation Officials (AASHTO) Matthews Bridge, Jacksonville, FL - President’s Transportation Award Institute of Transportation Engineering (ITE) Matthews Bridge, Jacksonville, FL -Transportation Achievement Award for Safety Florida Transportation Builders’ Association (FTBA) Matthews Bridge, Jacksonville, FL -Best in Construction Award American Public Works Association (APWA) Matthews Bridge, Jacksonville, FL - Project of the Year in Disaster/Emergency American Society of Highway Engineers (ASHE-NE Florida) Matthews Bridge, Jacksonville, FL -Project of the Year Engineering News Record Florida Polytechnic University, Lakeland, FL - Best of the Best Projects Design-Build Institute of America (DBIA) Southeast Region Emergency Rehabilitation of the Bear Cut and West Bridges on the Rickenbacker Causeway, Miami, FL - Best Project -Renovation/Rehabilitation/ Restoration and the Honor Award – Infrastructure American Council of Engineering Companies (ACEC - National) - Engineering Excellence Awards Jacques Chaban-Delmas Vertical Lift Bridge, Bordeaux, France - Honor Award American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards Jacques Chaban-Delmas Vertical Lift Bridge, Bordeaux, France - Diamond Award Route 1&9T over St. Paul’s Viaduct, Jersey City, NJ - Platinum Award Niantic River Railroad Bridge, East Lyme, CT - Gold Award Bruckner Expressway Bridges, New York, NY - Gold Award Engineering News Record - New York Regional Design-Build Reconstruction for the Replacement of Ramp MQ at the RFK Bridge, Manhattan to Queens, NY - Merit Award under the Highways/Bridges Category Engineering News Record - Southeast Regional Matthews Bridge, Jacksonville, FL - Best Emergency Work Project Florida Polytechnic University, Lakeland, FL - Building Project of the Year; Best Project - Higher Education; Best Project - Specialty Contracting National Steel Bridge Alliance (NSBA/AISC) Willis Avenue Bridge, New York, NY- Accelerated Bridge Construction Commendation 2013 Empire State Chapter of the Associated Builders and Contractors, Inc. Niantic River Railroad Bridge - Excellence in Construction Award - Best in Show French Ministry of Ecology Jacques Chaban-Delmas Bridge - Grand National Prize for Engineering Engineering News Record - Northwest Murray Morgan Bridge - Best 2013 Project, Highways-Bridges Washington State Department of Archaeology and Historic Preservation Murray Morgan Bridge - State Historic Preservation Officer’s Awards for Outstanding Achievement in Historic Preservation 2013 American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards World Trade Center Transportation Hub - Diamond Award Replacement of Roslyn Viaduct (Route 25A) over Hempstead Harbor - Platinum Award Robert Moses Causeway Rehabilitation of the Northbound Structure - Platinum Award E-29 2012 American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Willis Avenue Bridge, New York, NY- Diamond Award  5th Street Bascule Bridge, Miami, FL - Platinum Award American Council of Engineering Companies (ACEC VA) - Engineering Excellence Awards  Chincoteague Bridge Replacement Project, Chincoteague, VA - Grand Award New York State Society of Professional Engineers (NYSSPE)  Willis Avenue Bridge, New York, NY- Project of the Year American Society of Civil Engineers (ASCE) Metropolitan Section  Willis Avenue Bridge, New York, NY- Construction Achievement Award American Council of Engineering Companies (ACEC-National)  Willis Avenue Bridge, New York, NY- Engineering Excellence National Recognition Award New York State DOT  Kew Gardens Interchange - GreenLITES Award Roads and Bridges Top Ten Bridges  Willis Avenue Bridge, New York, NY - #5 on the Top Ten 2011 New York State Society of Professional Engineers  Northbound Whitestone Replacement Bridge over the Flushing River - Project of the Year American Council of Engineering Companies - (ACEC-New York)  Northbound Whitestone Replacement Bridge over the Flushing River - Diamond Award  Ben Sawyer Bridge - Platinum Award American Council of Engineering Companies - (ACEC-Maryland)  I-695 over Curtis Creek - Honor Award American Council of Engineering Companies - (ACEC-National)  I-695 over Curtis Creek - Engineering Excellence National Recognition Award  Northbound Whitestone Replacement Bridge over the Flushing River - National Merit Award American Concrete Institute (ACI)  Route 175 Chincoteague Channel & Black Narrows Channel Bridge - ACI Concrete Award for top Infrastructure Project American Society of Civil Engineers (ASCE)  Route 36 Highlands Bridge over the Shrewsbury River - Project of the Year Award of Excellence - Maryland Quality Initiative  I-695 over Curtis Creek - Maryland Transportation Authority Quality Award  I-695 over Curtis Creek - Consultant-Structure Design Award 2010 American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Port River Expressway Bridges Design-Build - Gold Award  Reconstruction of the Hamilton Avenue Bridge, Brooklyn, NY - Gold Award  Memorial Highway and Division Street Bridges over 1095 and Metro-North, New Rochelle, NY - Gold Award American Council of Engineering Companies (ACEC MD) - Engineering Excellence Awards  Curtis Creek Bridge Emergency Repairs - Gold Award Design Build Institute of America  Ben Sawyer Swing Bridge Replacement - Transportation Under $50 Million National Design-Build Award E-30 2009 Civil Contractors’ Federation Earth Awards  Port River Expressway Bridges Design-Build - Award for Excellence in Civil Construction Australian National Association of Electrical Contractors  Port River Expressway Bridges Design-Build - Perpetual Trophy Engineers Australia South Australia Division - Engineering Excellence Awards  Port River Expressway Bridges Design-Build - Excellence Award for Infrastructure and Building Projects  Port River Expressway Bridges Design-Build - Malcolm Kinnaird Engineering Excellence Award Austroads Bridge Conference  Port River Expressway Bridges Design-Build - Commendation Award American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Reconstruction of Grand Concourse over East 161st Street & Grand Concourse - East 161st - East 166th Street, Bronx, NY - Diamond Award  NW 17th Avenue Bridge over the Miami River, Miami, FL - Platinum  Sanibel Island Causeway over San Carlos Bay, Sanibel Island, FL - Gold American Society of Civil Engineers - (ASCE-Maryland Section)  Woodrow Wilson Bridge Project - Washington, DC - Outstanding Large Project Award Steel Prize Bridge - American Institute of Steel Construction (AISC)  Hamilton Avenue Bridge over the Gowanus Canal, Borough of Brooklyn, N.Y. - Movable Span  Woodrow Wilson Memorial Bridge, Washington, D.C. - Special Award 2008 American Council of Engineering Companies (ACEC NY) - Engineering Excellence Awards  Lincoln Tunnel Bus Ramps - Platinum Award American Society of Civil Engineers (ASCE)  2008 New Jersey ASCE “Excellence in Management Award”  ASCE Met-Section- Lower Hudson Valley Branch Awards Committee - “John B. Jervis Award- Engineer of the Year” 2007 American Council of Engineering Companies (ACECNY) - Engineering Excellence Awards  Woodrow Wilson Memorial Bridge outer Loop Bascule Span - Diamond Award in NY  Staten Island Railroad Connection to Chemical Coast Line - Gold Award  Long Beach Blvd Bascule Bridge Rehabilitation - Silver Award  American Council of Engineering Companies (National) - Engineering Excellence Awards  Woodrow Wilson Memorial Bridge outer Loop Bascule Span - Honor Award People’s Republic of China  Friendship Award to Beile Yin for his work on Hangzhou Bay Roads & Bridges Top 10 Bridge Projects  #3 - Route 9 over the Bass River Design/Build Institute of America  14th Street Bridge (FDOT/PCL/H&H) - Best Design/Build under $50 Million 2006 American Council of Engineering Companies (ACECNY) - Engineering Excellence Awards  Third Avenue Swing Bridge - Diamond Award  New Croton Dam Spillway Bridge - Gold Award E-31 2005 American Council of Engineering Companies (ACECNY) - Engineering Excellence Awards Christa McAuliffe Memorial Bridge - Gold Award Fairhaven - New Bedford Swing Bridge - Gold Award American Society of Civil Engineers (ASCE) - Lower Hudson Valley  New Croton Dam Spillway Bridge - Ward House Award McGraw-Hill New York Construction - Best of 2005 Awards Bridges Category: Third Avenue Bridge - Best of 2005 Bridges Category: New Croton Dam Spillway Bridge - Award of Merit National Steel Bridge Alliance (NSBA) - Prize Bridge Awards Third Avenue Bridge - Merit Award New Croton Dam Spillway Bridge - National Award 2004 American Council of Engineering Companies (ACECNY) - Engineering Excellence Awards Tomlinson Vertical Lift Bridge - Gold Award Miller Park Bearing Replacement - Gold Award American Council of Engineering Companies (ACECNJ) - Engineering Excellence Awards  Route 7 over Passaic River - Distinguished Award The Associated General Contractors (AGC) of CT  Tomlinson Vertical Lift Bridge - Honorable Mention - New Large Construction National Council of Structural Engineering Associations Route 7 over Passaic River - 2004 Excellence in Structural Engineering 2003 New York Association of Civil Engineers (NYACE) - Engineering Excellence Awards Marine Parkway Lift Bridge - Silver Award Cross Bronx/Bruckner Expressway - Platinum Award Society of Marketing Processional Services (SMPS) - Marketing Communications Awards  Marketing Communication Award - Company Brochures - First Place Prize ZwiegWhite Revolutionary Marketing Awards  Company Brochures - Third Place Prize National Steel Bridge Alliance (NSBA) - Prize Bridge Competition  Marine Parkway Bridge - Prize Bridge - Reconstructed Category National Design Build Award Sheridan Street Bridge - Excellence Award 2002 American Society of Civil Engineers (ASCE) - Metropolitan Section Ninth Street Bridge over the Gowanus Canal - Outstanding Civil Engineering Achievement (OCEA) Award American Consulting Engineers Council of New Jersey (ACECNJ) - Engineering Excellence  Rt. 35 over the Navesink River - Distinguished Award McGraw-Hill New York Construction News  Tomlinson Vertical Lift Bridge - Bridge Project of the Year New Jersey Consulting Engineers  Rt. 35 over the Navesink River - Distinguished Award Precast Prestressed Concrete Institute (PCI) E-32 Rt. 35 over the Navesink River - Precast Design Award Society of Marketing Professional Services (SMPS) - National Award NYC Bridge Conference Map - Third Place Prize 2001 American Concrete Institute - New Jersey Chapter  Rt. 35 over the Navesink River - Merit Award NJQI/NQI Quality Achievement Award Rt. 35 over the Navesink River - Quality Achievement Award -Customer Focus New York Association of Civil Engineers (NYACE) - Engineering Excellence Awards Trout Brook Bridge - Gold Award Scour Monitoring of the Long Island Bridges - Platinum Award PATH-Hackensack River Vertical Lift Bridge Counterweight Trunnion Inspection- Diamond Rt. 35 over the Navesink River - Gold Award Duluth Aerial - Platinum Award American Society of Civil Engineers - (ASCE) Rt. 35 over the Navesink River - Outstanding Civil Engineering Achievement (OCEA) Award National Steel Bridge Alliance (NSBA) - Prize Bridge Competition Ninth Street Bridge over the Gowanus Canal - Prize Bridge - Movable Span Category 2000 American Consulting Engineers Council (ACEC)  Ninth Street Bridge over the Gowanus Canal - Honorable Mention Monmouth County Planning  Rt. 35 over the Navesink River - Merit Award New York Association of Civil Engineers (NYACE) - Engineering Excellence Awards Ninth Street Bridge over the Gowanus Canal - Platinum Award for Excellence 1999 New York Association of Civil Engineers (NYACE) Peck Drawbridge and Bridgeport Metro-North RR Viaduct - Engineering Excellence Awards 1998 McGraw-Hill New York Construction News Peck Drawbridge and Bridgeport Metro-North RR Viaduct - Bridge Project of the Year ASSOCIATIONS Hardesty & Hanover participates in these professional associations: •National Society of Professional Engineers •American Society of Civil Engineers •American Society of Mechanical Engineers •IEEE E-33 Letters of Recommendation E-34 E-35 E-36 E-37 E-38 E-39 F.R. Aleman Introduction F.R. Aleman and Associates, Inc. (FRA) is a technology-driven geospatial and engineering firm that has provided innovative, professional surveying, mapping, 3D subsurface utility engineering (SUE), and geographic information system (GIS) services for over 30 years. FRA is certified as a Disadvantaged Business Enterprise (DBE) and Minority Business Enterprise (MBE) with the State of Florida. Their dynamic team is composed of professionals and technicians with a long-standing commitment to excellence and unsurpassed performance with over a century of combined surveying and mapping experience, as well as high-level engineering design experience. As engineers, FRA clearly understands what designers need and expect from professional surveyors. FRA’s unique understanding of both survey and engineering sets us apart from other firms that only offer the one service. As an added value, FRA offers in-house GIS specialists and application developers ready to customize deliverables for our clients. FRA has 33+ years’ experience performing all types of surveying and mapping services on TWO-driven contracts. FRA’s survey experience includes both prime and subconsultant roles on numerous roadways, drainage, design, and construction contracts throughout South Florida for cities and counties across the State of Florida, the Florida Department of Transportation, and other miscellaneous government agencies. FRA has been providing SUE services and is an expert in the areas of surface/subsurface utility locating, designating, and surveying. For the past 22 years, FRA has located over 300,000 test holes and designated over 2,000,000 linear feet of underground utilities. We have completed 2,500+ SUE and utility related work orders. F.R. ALEMAN STAFF INTRO Lis R. Tolstoy, PSM, Director of Survey Lis has 25+ years of experience in all aspects of surveying and mapping. She is well-known and trusted in the industry and always serves as a great leader on the projects she oversees. She is a stickler for detail and holds her survey team to the highest of standards, ensuring that our clients receive a quality project. Lis’ extensive experience covers the areas of Design/Topographic Surveys, Horizontal and Vertical Control, Boundary Surveys, Legal Descriptions, DTM, GPS, R/W Mapping, As-Built Surveys, Bathymetric/Hydrographic Surveys, Mean High- Water Surveys, mobile LiDAR, remote sensing, HD scanning, GIS data collection, data conversion, GPS and geo- referencing, and SQL programming. Pete Diaz, PSM, Sr. Survey Manager Pete has 33 years of experience covering all levels of surveying and mapping, from field to office analysis/processing of 3D data. His extensive experience includes static and mobile LiDAR, remote sensing, HD scanning, drones, Control Surveys, Design/Topographic Surveys, Boundary Surveys, DTM, GPS, GIS data collection, Boundary Dispute Resolution, R/W Mapping, As-Builts, Bathymetric/Hydrographic Surveys, and Mean High-Water Surveys. Carlos Cuenca, Sr. Survey Technician Carlos has over 29 years of survey and mapping experience. He is presently a Sr. Survey Analyst, responsible for supervising the processing of the survey computations from CAICE, MicroStation, OpenRoads, GEOPACK, etc. Carlos is also responsible for the preparation of the GPS Plans, and processing of Static data by using VECTOR-NT Software. Carlos oversees processing the EFB Segment and initial Office QC. He is familiar with the use of laser scanning and performs QC for field activities including the adjustments for the elevations run. E-40 Dennis Stanton, SUE Director Dennis has specialized in utility mapping and the protection of subsurface utility systems for 30+ years. He has completed hundreds of projects for different agencies and has supervised 10,000+ test holes and 1,000,000+ utility feet of designating. Dennis pioneered a new 3D test hole report format that is being provided to our clients as a value-added deliverable. As a testament to his experience and commitment, Dennis successfully delivered 25 task work orders (1,500+ test holes) (nearly $750,000) within the first 6 months of a districtwide contract, despite a major hurricane, on time and within budget. Ivan Marti, Senior SUE Technician Ivan specializes in locating and designating subsurface utility systems. He oversees SUE crews across South Florida. Through his experience with SUE work over the last 19 years, he has become intimately familiar with the standards and procedures of FDOT, as well as various local cities, counties, and municipalities. Ivan’s understanding of underground utilities is unmatched, having completed thousands of projects in South Florida. He personally supervises the designation and location of the utilities and is specially trained to operate GPR systems. Antonio Diaz, Senior SUE Technician Antonio has specialized in the location, designation, and protection of subsurface utility systems for the past 22 years. He is intimately familiar with the standards and procedures of FDOT and has vast experience on the use of the latest electronic locating and designating equipment. Antonio has completed over 500 projects in Florida. He has established a dynamic communication with most of South Florida’s utility owners’ representatives with whom he meets on project sites to discuss project issues and determine the location of the underground utilities. Osvaldo Sanchez, Lead Utility Coordinator Ozzie has 34 years of experience in utility coordination, having worked at FR Aleman, FP&L, and FDOT. He joined FRA with over 25 years of experience in electrical distribution design and construction. He is a dependable and organized individual possessing strong planning, interpersonal and communication skills. E-41 E-42 E-43 E-44 E-45 E-46 Miller Legg Introduction Miller Legg is a statewide award-winning consulting firm that brings together the elements of landscape architecture and urban design, environmental wetlands consulting, engineering, planning, surveying, subsurface utility engineering (SUE) and geographic information systems services. Miller Legg, established in 1965, employs a staff of 54 professionals and technicians and is wholly owned by its employees. The firm has locations in Fort Lauderdale, Miami, and Port St. Lucie. Our approach to each project is best characterized by a "partnering relationship." We dedicate ourselves to learning the culture of our clients, and their specific concerns, desires, and needs, much like an extension of their own offices. We consistently strive to maintain time schedules and to provide factual and frequent communication. Miller Legg prides itself on its team approach to the interdisciplinary needs unique to the project and client. We provide responsive, personalized, quality service to value-conscious private clients and select government agencies, who desire the very best in planning and design. MILLER LEGG STAFF INTRO Brian Shore, RLA, Senior Landscape Architect As a Senior Landscape Architect, Mr. Shore has 20 years of experience in landscape architectural design and landscape construction services for a variety of public and private projects. Specialties include landscape, hardscape, and irrigation design services for streetscape and roadway projects including the FDOT, all aspects of active and passive park design, health-care campuses, and environmental wetland habitat creation. Other experience includes various residential and commercial projects. Mr. Shore is a Senior Associate of the firm. Miguel Juncal, RLA, CA, Landscape Architect Mr. Juncal, a Landscape Architect and Certified Arborist with 16 years of experience, is focused on a variety of public and private landscape architecture projects including roadway landscaping and irrigation, active and passive park landscape design, higher educational facilities as well as residential and commercial projects. Certified Arborist services include tree species identification and inventories, tree surveys and canopy mapping, destroyed/damaged tree assessments, tree value estimates, tree grading, tree species selection for planting, mangrove trimming oversight and tree permitting. Dylan Larson, PWS, CEP, CLI, GTA, Senior Biologist As a Principal of the Firm with 25 years of experience, Mr. Larson leads a variety of the firm's projects that involve environmental issues. He has significant experience in environmental consulting in Florida and is responsible for overseeing and performing studies and investigations on biological and ecological services. He also oversees operations and overall project management for the firm. Specific responsibilities include wetland jurisdictional determination, dredge and fill permitting, environmental permitting and mitigation; wetland mitigation design, mitigation monitoring, protected species surveys and permitting, habitat restoration design; seagrass studies; wetland and wildlife studies; management plans, E-47 threatened and endangered (T&E) species surveys; geographic information systems (GIS)/habitat mapping and analysis; land use/watershed planning and management; impact analysis; recommendations for maintenance procedures, coordination and oversight of environmental GIS applications, construction observation and monitoring compliance; national pollutant discharge elimination systems (NPDES) coordination and assistance with plan preparations. William Mohler, CA, CLI, Senior Biologist Mr. Mohler has 12 years of experience in environmental document preparation, ecological monitoring and assessment, compliance monitoring, and geographic information systems (GIS). He has a comprehensive knowledge of Florida floral and faunal communities and their interactions. In addition, his training and practical experience includes lab and field experimentation, biological, water and soil sample collection and monitoring, taxonomy, plant physiology, wildlife catch and release, avifaunal surveys, experimental design and implementation, data management, and statistical and numerical analysis. Mr. Mohler is also a Certified Arborist and provides the following consulting services to both public and private sector clients: tree species identification and inventories, tree surveys and canopy mapping, destroyed/damaged tree assessments, tree value estimates, tree grading, tree species selection for planting, mangrove trimming oversight and tree permitting. E-48 Miller Legg Licenses and Registrations Renewal Pending (see payment Receipt below) E-49 E-50 E-51 E-52 Media Relations Group Introduction Media Relations Group, LLC (MRG) is a public information company, specializing in public and private sector public involvement campaigns. The company provides media relations in both English and Spanish, marketing, graphics services, the organization of business interests, grassroots door-to-door consensus building, and serves as a spokesperson for our clients. For 21 years we have established a proven record of developing and executing successful Public Involvement Programs and Community Awareness Plans for the Florida Department of Transportation (FDOT), Miami-Dade Public Works, Miami-Dade Water and Sewer, Miami-Dade Expressway Authority and several private sector clients. The key to the success of the MRG team is the personal contact made with residents and business owners as well as their established relationships with government officials, community leaders and media. That day-to-day contact with our senior staff is the key to the efficient execution of client goals on time and within budget. MRG has an in-house graphics department that specializes in producing transportation and infrastructure- related materials. MRG utilizes the latest desktop publishing software to produce materials that capture the stakeholders’ imagination, in addition to providing the reader with relevant and easy to understand content. For the projects requiring Public Meetings/Hearings, MRG coordinates all activities including the site selection, producing meeting collaterals, developing mailing lists and setting up distribution sites for meeting informational flyers, site planning to maximize public participation, translating collaterals (Spanish and Creole) and tracking and following up with participants’ comments. MRG has a well-established Quality Assurance/Quality Control (QA/QC) plan and all work collaterals created by our team go through an extensive QA/QC process to ensure client satisfaction. Only the highest-quality products are submitted to our clients and proper planning, execution and checking of work is critical to a successful QA/QC process. MRG STAFF INTRO Jeanette Gorgas, Public Information and Communications Professional Jeanette Gorgas is a public information and communications professional with more than 24 years of experience, working in various aspects of communications and television news media outlets throughout South Florida and media coordination experience on various complex transportation projects. Mrs. Gorgas is currently leading public involvement efforts on multiple bridge replacement and reconstruction projects such as the Snowden Pedestrian Bridge along Commodore Trail adjacent to Bridge 874293, the Bridge Replacement at N Miami Avenue over Little River Canal, and Bridge 874420 Replacement over C-100A Canal along SW 136th St between SW 70 Ave and SW 72 Ave. She also successfully leads public involvement campaigns for the Miami- Dade Transportation and Public Works Department (DTPW), Miami-Dade Water & Sewer Department (MD- WASD), and the Florida Department of Transportation (FDOT) District 6 in Miami-Dade and Monroe County. Mrs. Gorgas was born and raised in Miami-Dade County and is very familiar with the City of Sunny Isles Beach. Laila Haddad, Public Information and Communications Professional Laila Haddad is a public relations professional with more than 37 years of diversified experience, who has worked in the planning, PD&E, design and construction management of major Florida Department of Transportation (FDOT) projects over the past eleven years with MRG. Her expertise is in the production and management of all phases of roadway projects. She has served and continues to serve as lead Senior Public Information Officer on numerous design projects, overseeing all the public involvement activities required for those contracts. In addition, throughout the years Ms. Haddad has managed and provided technical leadership on a number of transportation and infrastructure projects for many agencies throughout Florida, including the FDOT District Four and District Six, Broward County Metropolitan Planning Organization (MPO), Miami-Dade E-53 Transportation Planning Organization (TPO), the Florida’s Turnpike Enterprise (FTE), the City of Fort Lauderdale, City of Hollywood, and the City of Miami Beach. Her extensive involvement in the creation and development of community awareness plans, public involvement activities, consensus building, strategic alliances, plain language educational platforms and media outreach has afforded her the opportunity to have successful working relationships with cultural and economically diverse communities. Her years of experience and dedication, will allow Ms. Haddad to consistently ensure contract compliance, manage budgets, execute special projects as well as effectively oversee all staff and work production. E-54 E-55 R. J. Behar Introduction R.J. Behar & Company, Inc. was founded in 1999 by Robert J. Behar, PE to provide personalized services in the disciplines of engineering, planning, and construction management engineering inspection to public and private clients throughout South Florida. Mr. Juan Vazquez, PE joined the firm in 2000 and has been an owner and vice president ever since. We have several project managers in multiple disciplines, who are supported by the Company. Our firm has grown during that period of time to 36 employees. Our steady growth has been based on providing quality services with a client service oriented approach. RJ Behar’s principals have provided civil, transportation engineering, planning, environmental, infrastructure, and construction management to South Florida clients for more than 44 years. Our staff has extensive knowledge and experience with South Florida regulations and agencies. Our mission is to understand our client’s needs, apply the necessary resources to accomplish those needs, while building and maintaining long- term professional relationships with our clients. Repeat business is the key to our success and as such we recognize the need to satisfy our clients. We have a diversified list of qualifications to include the following disciplines: • Civil Engineering • Stormwater Master Plan • Water Resources • Hydrologic-Hydraulic Studies • Bridge Hydraulics and Scour Analyses • Stormwater Sewer Design • Sanitary Sewers and Water Distribution • Drainage Design • Open Channel Hydraulics/Energy Dissipation • Structural Engineering (bridges and buildings) Injection Well Design • Highway Drainage • Sanitary Sewer Collection • Construction Management and Inspection • NPDES Permitting for Construction Activities • Gates/Culverts/Spillways Design • Transportation Engineering • Roadway Design • Traffic Engineering • Traffic Calming Design • Transportation Planning • Freeway Design • Site Planning and Engineering • LAP Certification Support • Project Development & Environmental Studies • Environmental Engineering Studies • Environmental Permitting • Flood Drainage Control Structures E-56 R.J. BEHAR STAFF INTRO Juan H. Vazquez, PE, PH, BCEE – Hydraulics, Stormwater/Drainage Mr. Vazquez has more than 35 years of civil engineering experience including the preparation of stormwater master plans, drainage studies, street improvements, designed highways, interchanges, intersections, both urban and rural, prepared pavement designs, transportation studies, permitting through multiple agencies, hydrologic-hydraulic and scour studies, utility relocations, etc. He is a Professional Hydrologist and a Board Certified Environmental Engineer in the specialty of water supply and wastewater. His relevant experience includes SR-A1A, FDOT District 4; FDOT District 6 Drainage Permit Coordinator; Northlake Boulevard over the Loxahatchee Slough, Palm Beach County, Florida; and NW 5th Street Bridge Replacement, FDOT District 6. Robert J. Behar, PE – Civil Engineering/Maintenance of Traffic Mr. Behar possesses a vast experience in the planning, design, and management of transportation projects nationwide. He has worked on projects for many municipalities throughout South Florida. He is RJ Behar’s President and oversees the firm’s full operation. Mr. Behar has over 45 years of experience. His project experience includes NW 87th Avenue (SR-973/Galloway Road), SR-932/49th Street, SR-94/Kendall Drive, SR-A1A Resurfacing, Westwind Park Improvements - City of Lauderhill, Northlake Boulevard over the Loxahatchee Slough, Palm Beach County, McDonald Park Pedestrian Bridge, Miami-Dade County, Florida - City of Hialeah. Hans Murzi, PE, CFM – Hydrologic/Hydraulic, Drainage Design Mr. Murzi is a water resources engineer with 18 years of experience including hydrologic and hydraulic analysis, utility projects and modeling of rivers and flood control systems, natural resources restoration projects, and watershed management. He has experience with rural and roadway drainage design, drainage field inspections, drainage plan reviews. Mr. Murzi has experience utilizing several computer programs such as XPSWMM, SWMM, HEC-RAS, AdICPR, MIKE SHE/MIKE 11, ASAD, ArcGIS. Mr. Murzi has a master’s degree in environmental engineering, is registered P.E. Florida License No. 67767 since 2008, and is also a Certified Floodplain Manager No. US-14-07768. He is a member of the ACEC-FL Water Resources Committee and serves as one of two District Drainage Engineers for the Central Broward Water Control District. His project experience includes the City of Pompano Beach Lyons Park Neighborhood Improvement; Seawall Design at Tobie Wilson Park, Town of Medley; and Stormwater Master Plan Implementation for NW 29th Street and NW 31st Street, City of Doral. Paola Riveros, PE – Civil/Site, Roadway Design, Signing & Pavement Marking, Signalization Ms. Riveros has 20 years of roadway and drainage design experience and has been responsible for the preparation of roadway plans, drainage plans, signalization, signing and marking, permitting, maintenance of traffic and site plans throughout South Florida. She has assisted in drainage computations for the Florida Department of Transportation and for numerous city projects. Ms. Riveros has also performed construction cost estimates for improvements that included street construction, building construction, and landscaping projects. Her experience in roadway/drainage includes SW 136th Street from US-1 to Old Cutler Road LAP Project, Village of Palmetto Bay/FDOT District 6; NE 151st Street Improvements, Oleta Partners LLC/Miami-Dade County; NW 102nd Avenue from NW 142nd Street to NW 145th Place, Miami- Dade County, Florida – City of Hialeah. E-57 Rafael De Arazoza, PE, PTOE, CPM – Traffic and Transportation Planning Mr. De Arazoza is the Director of Traffic Engineering and Transportation Planning with 45 years of experience. He oversees transportation planning projects, including reports, planning, traffic calming studies, transit planning or design. Mr. De Arazoza has held many high level management positions throughout his career. He is well-versed in traffic engineering and roadway design standards and procedures. Mr. De Arazoza is a Professional Traffic Operations Engineer. His project examples include Cobblestone Community Traffic Study, Broward County, Florida; Districtwide Traffic Operations/Safety Studies, FDOT District 6; Police Sub-Station and Civic Building Traffic Impact Study, City of Doral; US-1/SR 5/Biscayne Boulevard at NE 172nd StreetSR- 5/Biscayne Boulevard from North of NE 121st Street to NE 151st Street, FDOT, District 6. Jose Peña-Ramos, MS, PE – Structural Engineering Mr. Peña leads the structural engineering department and performs structural engineering calculations and reviews structural plans. His experience includes having worked for the United States Department of Urban Development, United States Coast Guard, United States Army Corps of Engineers, Federal Highway Administration (FHWA) and as a consultant all within Florida and Puerto Rico. He has performed project engineering and structural design and support required for the preparation of plans and specifications for civil works projects including bridges, culverts, pump stations, spillways, retaining walls, and ancillary buildings. He has also experience in construction management and land development projects. He has 25 years of structural engineering experience. His project experience includes Lakeside Community Hurricane Damage Repair, Town of Medley; Cypress Weir 1 (Gold4A) Relocation Design, South Florida Water Management District; Paint Two Bridges of Turnpike Main Line over Rim Ditch Canal (C-24), Turnpike Enterprise. Michelle Leon, EI – Traffic/Transportation Ms. Leon has worked on multiple jobs obtaining traffic data for various studies. She is well-versed in hand-held data collectors regarding calibration and maintenance. She also has expertise in compiling and categorizing the data and assembling the information into a report file. She is proficient in Microsoft applications including: Word, Excel and PowerPoint, also proficient in AutoCAD and AutoCAD 3D. She also has experience with transportation planning software FSUTMS, traffic simulation TSIS (CORSIM) program, StarNext, SYNCHRO, and Highway Capacity Software (HCS). Ms. Leon is also responsible for construction engineering inspection for infrastructure projects, which includes reviewing the contractor’s operations, field measurements, recording changes made during construction, reviewing and approving as-built conditions and documentation of construction progress on a daily basis. Her project examples include Gilbert Samson Ocean Front Park, City of Sunny Isles Beach; Traffic Data Collection NW 107th Avenue, NW 12th Street, FDOT, District 6; and West Avenue Neighborhood Improvements, City of Miami Beach. Jossmel Cruz Garcia, MSE – Structural Designer Mr. Garcia has over three years of experience as a structural designer. He is currently designing a weir, bridge, control building and miscellaneous structures for a South Florida Water Management District project. He has completed designs for a prefabricated metal building foundation, stainless steel spillway gates and platforms for the SFWMD. Mr. Cruz has designed two large retaining wall projects for the Town of Medley and a privacy wall for Inverrary Estates. Project examples include SR 25/Okeechobee Road from W. 7th Avenue to NW 36th Street, FDOT, District 6; NE 151st Street Improvements, Oleta Partners LLC/Miami-Dade County; Seawall Design at Tobie Wilson Park, Town of Medley E-58 Ms. Nanette Akyaz-Gómez – Signalization, Signing and Marking Ms. Akyaz-Gómez has over 20 years of experience. Ms. Akyaz is responsible for plans preparation in both MicroStation and CAD software for roadway and civil engineering projects. She has experience with plans preparation on civil engineering projects. Her project experience includes the NE 151st Street Improvements, Oleta Partners LLC/Miami-Dade County; Northlake Boulevard Bridge over the Loxahatchee Slough, Palm Beach County Roadway Division; SR-7/US-441 Roadway Lighting and NW 11th Place Pedestrian Lighting Improvements, FDOT, District 4; LAP Project. E-59 E-60 E-61 E-62 E-63 E-64 E-65 E-66 E-67 E-68 Universal Engineering Introduction Universal Engineering Sciences, Inc. (UES) has provided professional geotechnical engineering services throughout the southeast since founder and CEO Seymour Israel first opened our doors in 1964. Headquartered in Orlando, Florida and led by Sy’s son and company president, Mark Israel, UES’ foundation of community, technical expertise, and the relentless pursuit of excellence remains stronger than ever. Now in our sixth decade, UES has grown into one of the largest family-owned geotechnical firms in the country. Employing nearly 1,000 professionals from the DC Metro Area to Miami, UES has provided a broad range of geotechnical engineering services such as building code compliance, environmental engineering, construction materials testing, and threshold inspection on some of the most prominent and significant projects in the United States. UNIVERSAL ENGINEERING STAFF INTRO Reinaldo Villa, MS, PE, Miami Branch Manager, Senior Geotechnical Engineer Reinaldo Villa has 13 years of project management, engineering analysis/design and field experience in the geotechnical industry and is responsible for client development, project proposals and geotechnical engineering activities. He currently serves as Universal’s branch manager for the Miami office overseeing all aspects of geotechnical, environmental and materials engineering. Reinaldo has an extensive amount of experience with transportation-related projects, specifically design-build contracts with government agencies. He has been involved with designing shallow and deep foundations for bridges, retaining walls, buildings, noise walls, signs and lighting poles. He has experience inspecting and overseeing the installation of various foundation systems consisting of spread footings, driven piles, drilled shafts, auger-cast piles, steel piles, and other structural components. Additionally, he has gained experience providing practical and cost-effective solutions to deal with problematic soils encountered during roadway construction. Steve Jaime, EI, Staff Engineer Steve Jaime, EI has 6 years of field experience in the geotechnical industry and is responsible for helping project managers and project engineers prepare geotechnical reports for both public and private sector projects. He has experience inspecting and overseeing the installation of various foundation systems for bridges, walls, signs, buildings, lighting, and utilities. His foundation systems inspection and testing experience includes spread footings, driven piles, drilled shafts, auger-cast piles, helical piles, and other structural components. Steve also has experience with installation and recording data from geotechnical instrumentation, including piezometers, thermistors, inclinometers and extensometers. E-69 E-70 E-71 Janus Research Introduction Janus Research is the Cultural Resources Management (CRM) firm that consistently provides the Florida Department of Transportation with high-quality cultural resource management services. We have a solid understanding of the challenges posed by federal laws, regulations, and guidelines, and know how to negotiate the complex process of State Historic Preservation Office (SHPO) and regulatory approval. We excel at developing creative mitigation strategies with little or no impact to construction schedules. We have long- standing relationships with the staff of the Florida Division of Historical Resources’ Compliance and Review Section, Federal Highway Administration, the State Archaeologist, the SHPO, the Miccosukee Section 106 Representative, and the Seminole Tribal Historic Preservation Officer. During our over 40 years in business, we have grown into the most trusted Florida-based, full service Cultural Resource Management consulting firm known for our leadership and professional innovation. Janus Research offers tested experts with a solid understanding of the challenges associated with a changing environment of reduced budgets, delegation of responsibilities, and streamlined project development. Our ability to identify, assess, and solve potential issues during the early phases of a project is born from our proven record of solving issues unique to Florida and our hands-on experience guiding you through the permitting and regulatory environment. Our approach stresses early and sustained coordination with a goal of developing consensus to keep the project on schedule. Our strategy combines flexibility, experience, and resourcefulness, to each assigned task tailored to your specific requirements and circumstances. Our technical approach will comply with NEPA, Section 106, Chapter 267, F.S., as applicable, FDOT CRM Handbook, Chapter 12 of the PD&E Manual, the FDHR Operations and Standards Manual, and Chapter 1A-46. As appropriate, we will also coordinate with the staff of local preservation agencies as well as the State Environmental Management Office regarding technical matters. We know that federal and state guidelines change, and our close interaction with the State Environmental Management Office, the Federal Highway Administration, and the State Historic Preservation Office and Division of Historical Resources help us focus our efforts in order to obtain agency approval in a timely and cost-effective manner. JANUS STAFF INTRO Kenneth Hardin, President and CEO of Janus Research Kenneth Hardin the serves as the Project Manager of all City of Miami projects. In his 39 years of experience, Mr. Hardin has played a key role in the development of statewide policies, procedures, and preservation law, having assisted the Florida Department of Transportation with their Cultural Resource Management Handbook, updates of the PD&E Manual, Section 106 and 4(f) training, and the implementation of ETDM, sociocultural effects analysis, and Native American coordination. He is a leading authority in Section 106, NEPA cultural resource compliance, and Section 4(f) for transportation projects. He has an in-depth understanding of the challenges posed by federal laws, regulations, and guidelines and knows how to successfully negotiate the complex process of State Historic Preservation Office (SHPO) and regulatory approval. Mr. Hardin excels at developing creative mitigation strategies with little or no impact to construction schedules and has long-standing relationships with the Florida State Historic Preservation Officer, the US Army Corps of Engineers, the Florida Department of Environmental Protection, the Coast Guard, Federal Highway Administration, Federal Transit Administration, Federal Rail Administration, the Advisory Council for Historic Preservation, and the National Park Service as well as preservation officers of local government in east and south Florida. Mr. Hardin is a court certified expert witness in the field of archaeology and cultural resource management. E-72 Amy Streelman – Cultural Resource Specialist Ms. Streelman has documented and evaluated thousands of historic resources found throughout Florida, with specific emphasis on resources in the South Florida region. Her expertise resulted in the development of project methodologies and approaches meant to address the region’s unique challenges and architectural characteristics. She has over 20 years of experience with CRM in Florida and has advanced knowledge of Section 106, 36 CFR 800, Section 4(f), Chapter 267 F.S., and other federal and state laws and regulations as well as the National Register of Historic Places criteria of eligibility. She has extensive experience identifying and assessing the unique historic resources of the South Florida area, from the ornate Mediterranean Revival homes of Coral Gables, to the simple vernacular buildings found in the Florida Keys, to canals, roadways, and railroad corridors. Ms. Streelman has prepared over 300 Cultural Resource Assessment Survey (CRAS) documents that have been approved by all regulatory agencies and the State Historic Preservation Officer (SHPO). She has prepared numerous reports for projects involving NRHP-listed or NRHP-eligible resources such as bridges, historic districts, and roadways. Kathleen Hoffman – Cultural Resource Specialist Dr. Hoffman is an expert in 36 CFR 800, Section 106, Section 4(f), Chapter 267, F.S., Chapter 872, F.S., and other federal laws and regulations, and has directed or managed more than 400 cultural resource projects. Her archeological and cultural resource management experience spans a period of 39 years and is strongly rooted in a practical and solution-oriented approach. She represents clients in meetings with regulatory agencies and has testified in front of historic preservation commissions and boards, municipal zoning and planning boards, and the Governor of Florida’s staff regarding cultural resources and proposed changes in state preservation law and agencies. She also has experience negotiating the complex host of state and federal laws and the need to make decisions mutually beneficial to all parties. Dr. Hoffman consistently works with federal and state agencies to develop cultural resource policies and procedures and is a recognized expert in Native American consultation. She helped the Department develop the District Six Cultural Resource Identification tool, which served as the prototype for the Environmental Screening Tool. For the Krome Avenue PD&E Study, she assisted with establishing contacts and setting up the initial meetings with representatives of the Miccosukee Tribe after concerns were expressed about impacts to Miccosukee businesses at the intersection of Krome Avenue and Tamiami Trail. She has written numerous cultural resource reports as well as the cultural resource sections for Major Investment Studies, Draft Environmental Impact Statements, Final Environmental Impact Statements, Project Development Engineering Reports, Project Development Summary Report, Environmental Reports, State Environmental Reviews, Implementation Plans, Mitigations Plans, Unanticipated Finds Plans, and Treatment and Strategy Plans. She has also helped FDOT with integrating cultural resources into scheduling, preparing presentations, training, curation, significance evaluations, and the development of avoidance alternatives and appropriate mitigation strategies. E-73 E-74 HLB Lighting Design Horton Lees Brogden Lighting Design (HLB) a women-owned (WBE) internationally recognized architectural lighting design firm with offices in Miami, New York, San Francisco, Los Angeles, Boston, Denver, and Austin. Founded in 1968, HLB specializes in interior and exterior electric lighting, controls, and daylighting integration. Our dynamic team offers backgrounds in architecture, interior design, theater, and engineering, allowing us to create extraordinary solutions to the most complicated design challenges. We infuse our core values of artistry, legacy, curiosity, balance, and integrity into every project. We are driven by our curiosity, inspired by the artistry of light, and compelled to produce designs with integrity, leaving a legacy of design that respects its environment. We thrive with intriguing projects that engage us conceptually and challenge us technically. As specialists, we concern ourselves with a holistic approach to the visual environment by integrating electric light and daylight into the overall design approach. We immerse ourselves in the design process of our projects, uncovering the challenges, untangling the facts, and delivering intelligent and elegant lighting solutions that add value and enhance experiences. LUMINOUS EXPERTISE “LEVERAGING LIGHT AT ANY ANGLE” No matter the project — however big or small, we use light to explore every design challenge to produce innovative solutions which benefit the creative process and end user. Our ability to integrate electric lighting and daylighting design services across market sectors globally allows us to keep our “finger on the pulse” and help clients innovate. HLB integrates light into the following 16 markets: Academic, Aviation and Transportation, Civic, Corporate, Cultural, Healthcare and Life Sciences, Historic Renovation, Hospitality, Infrastructure, International, Mixed Use, Performing Arts, Residential, Retail, Sports and Recreation, Urban and Master Planning Development. INTEGRATED DESIGN SERVICES & EXPERTISE “BRINGING THE IDEA TO LIFE” HLB’s lighting solutions craft a luminous environment that is both aesthetically and performance oriented. Offering a wide variety of services in Schematic Design, Design Development, Construction Documentation, Bid and Permitting, through Construction Administration — we work collaboratively to get the most value from each stage of the design process. Our integrated lighting design services include: •Exterior Architectural Lighting Design •Interior Architectural Lighting Design •Daylighting Design •Sustainable Design Solutions •3-D Visualization and Calculations •Custom Fixture Design •Light Art & Digital Media •Control System Integration E-75 HL B is a certified as a DBE under the Florida Unified Certification Program. Lighting design is an unlicensed profession. E-76 NOTE: HLB’s Local Business Tax for 2020-2021 has been paid. HLB is awaiting updated receipt from MDC . E-77 STANDARD FORM 330 (REV. 3/2013) PAGE 1 ARCHITECT – ENGINEER QUALIFICATIONS PART I – CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1.TITLE AND LOCATION (City and State) Professional Engineering and Architectural Services for the Pedestrian Bridge with Park Elements across A1A at 174th Street - CCNA 2.PUBLIC NOTICE DATE October 28, 2020 3.SOLICITATION OR PROJECT NUMBER RFQ 20-10-01 B. ARCHITECT – ENGINEER POINT OF CONTACT 4.NAME AND TITLE Henri Sinson, PE – Project Manager 5.NAME OF FIRM HARDESTY & HANOVER, LLC 6.TELEPHONE NUMBER 954.368.6340 7.FAX NUMBER 954.835.9130 8.E-MAIL ADDRESS hsinson@hardestyhanover.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PRIMEJ-V PARTNERSUBCON- TRACTORa.X HARDESTY & HANOVER 1000 Sawgrass Corporate Parkway Suite 544 Sunrise, FL 33323 Lead Consultant, Bridge Engineering [ X ] CHECK IF BRANCH OFFICE b. X Miller Legg 1845 NW 112th Avenue, Suite 211 Doral, FL 33172 Landscape Architecture, Hardscape, and Permitting [X ] CHECK IF BRANCH OFFICE c. X Universal Engineering Sciences 9960 NW 116th Way, Suite 8 Medley, FL 33178 Geotechnical Services [ ] CHECK IF BRANCH OFFICE d. X Media Relations Group 14707 South Dixie Hwy, Suite 404 Miami, FL 33176 Public Involvement [ ] CHECK IF BRANCH OFFICE e. X R.J. Behar & Company, Inc. 6861 SW 196 Avenue, Suite 302 Pembroke Pines, FL 33332 Civil, MOT & Construction Staging, Signing & Marking, Signalization, Traffic, Hydraulic/ Hydrogeologic Roadside Barriers & Guiderails [ ] CHECK IF BRANCH OFFICE f. X Janus Research 2500 S. Miami Avenue Miami, FL 33129 Cultural Resources [ X ] CHECK IF BRANCH OFFICE g. X F.R. Aleman [ ] CHECK IF BRANCH OFFICE 10305 NW 41st Street, Suite 200 Doral, FL 33178 Survey, Utility Coordination, SUE h. X Horton Lees Brogden (HLB) Lighting Design 328 NW 29th Street Miami, FL 33127 Lighting [X ] CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM [X](Attached) Key ●Hardesty & Hanover ●F.R. Aleman ●Media Relations Group ●Miller Legg ●Janus Research ●R.J. Behar ●Universal Engineering Sciences ●HBL Lighting Design RFP Required Scope of Services Recommended Scope Additions Survey Lis R. Tolstoy, PSM Hydrogeological ●Hans Murzi, PE, CFM Irrigation ●Brian Shore, RLA Utility Coordination Osvaldo Sanchez Geotechnical ●Reinaldo Villa, MS, PE Civil ●Robert Behar, PE Landscaping/Hardscaping ●Brian Shore, RLA SUE Dennis Stanton Project Principal ●Michael Sileno, MS, PE QA/QC Manager ●George Patton, MS, PE Constructibility ●Steven Nappi, PE City Project Manager Claudia C. Hasbun, PE Project Manager TECHNICAL RESOURCES Structural ●Henri Sinson, MS, PE ●Jorge Soto, PE Mechanical ●Amaka Anderson, PE Permitting ●Dylan Larson, CEP, PWS Hydraulic ●Juan Vazquez, PE, PH, BCEE Environmental ●Dylan Larson, CEP, PWS, CLI Public Involvement ●Laila Haddad Signals ●Paola Riveros, PE Electrical ●Andrew Barthle, PE Construction Bid / Administration / Inspection ●Henri Sinson, MS, PE ●Steven Nappi, PE Architectural ●Daniel Tarantino, RA ●Henri Sinson, MS, PE FDOT District 6 Traffic ●Rafael De Arazoza, PE, PTOE Maintenance of Traffic ●Robert Behar, PE Lighting ●Faith E. Blum ●Elizabeth Johnson Cultural Resource Assessments ●Kenneth Hardin Signing / Pavement Marking ●Paola Riveros, PE Independent Peer Reviewer STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12. NAME Michael Sileno, PE 13. ROLE IN THIS CONTRACT Project Principal 14. YEARS EXPERIENCE a. TOTAL 25 b. WITH CURRENT FIRM 23 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Sunrise, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) M.S. / Mechanical Engineering / State University of New York at Stony Brook B.E. / Mechanical Engineering / State University of New York at Stony Brook 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Michael Sileno, H&H Principal in charge of H&H’ Southeast Region, has spent 23 years managing and overseeing many major FDOT bridge replacement, roadway reconstruction, and districtwide on-call projects. He has an outstanding reputation delivering DOT design projects and has solid experience with LAP and federally funded projects. As Principal for this pedestrian bridge design contract, Michael will provide resource allocation, quality assurance, and project management support as required. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR A1A NORTH CAUSEWAY BRIDGE over the ICWW Fort Pierce, FL Principal. Responsible for the delivery of engineering design services for the replacement of SR-A1A North Causeway Bridge. Scope of services includes the alignment, segmental bridge super and substructure design, drainage, MOT, ITS, geotechnical, hydrogeology, lighting, signalization, signage, paving marking, utility/railroad/marine coordination, permitting, public involvement, maintenance, control and protection of vehicular and marine traffic, as well as additional roadway design services which addresses adjacent state, frontage and access roads, and railway crossings affected by the project. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 826 / SUNNY ISLES BRIDGE over the ICWW Sunny Isles Beach, FL Principal. Overseeing comprehensive engineering services for the Rehabilitation of the Sunny Isles Bridge over the ICWW. Services included Bridge Development Report (BDR) and bridge design services involving mechanical/ electrical systems, steel painting, deck grating replacement with wheel paths, vibration study of the control house, public involvement; permitting, TCP plans, roadway, drainage, signing and pavement markings analysis and plans, and construction cost estimates. This design project will add bicycle lanes on Sunny Isles Boulevard, from SR A1A to NE 35th Avenue, and include the addition of special safety details on the bascule grating. Traffic control plans involve a crossover geometry which required our team to coordinate with the City of Sunny Isles Beach to limit impacts to a City park and associated hardscape. ENGINEERING COMPLETED Est. 6/2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 968 / SW 1ST STREET BRIDGE at MIAMI RIVER Miami, FL Engineer of Record and Project Manager. Responsible for design services for the replacement of a NRHP eligible bascule bridge over the Miami River located adjacent to a NRHP listed historic district and local historic district. The NEPA process concluded with an EA/FONSI, including a commitment through a MOA with FHWA, FDOT, and SHPO to maintain the existing historic catwalks connecting the bridge to the NRHP Miami River Inn cottages. The new 507-foot bridge included a 325-foot double-leaf bascule span over a widened 150-foot navigation channel. Two new approach spans consist of prestressed concrete beams, providing 18 feet of clearance over North and South River Drives. The new approach retaining walls include a longitudinal walkway for connectivity to the historic catwalks. Responsibilities include support of PD&E Team including documentation using SWEPT and OEM briefings. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE US 1 PEDESTRIAN / BICYCLIST BASCULE BRIDGE over the NEW RIVER Fort Lauderdale, FL H&H Principal. Responsible for delivering bridge engineering analysis and pedestrian bridge design services for a Pedestrian/Bicyclist Bascule Bridge PD&E Study for District 4. The PD&E study developed and evaluated, design alternatives for a new signature pedestrian/ bicycle bascule bridge facility that would cross the New River and replace the existing pedestrian walkway that exists inside the Henry E. Kinney Tunnel. This study included development and tiered screening evaluation of several feasible movable bridge design alternatives. ENGINEERING COMPLETED 2019 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER Jupiter, FL Principal. Responsible for the delivery of the preliminary and final design phases of this bascule bridge replacement project. The SWAT process of overlapping the design phase with the PD&E phase required H&H to coordinate and support the NEPA process in developing the Type 2 Categorical Exclusion documentation. Serving as EOR, H&H is addressing the structural and functional deficiencies of the existing bridge, developing vertical and horizontal alignments for bridge replacement alternatives, and studying the resulting impacts. The design will incorporate intersection improvements and improve traffic functions. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12. NAME Henri Sinson, PE 13. ROLE IN THIS CONTRACT Project Manager / Structural Engineering Construction Bid, Administration and Inspection 14. YEARS EXPERIENCE a. TOTAL 22 b. WITH CURRENT FIRM 22 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Sunrise, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) M.E. / Civil Engineering / Old Dominion University B.E. / Civil Engineering / University of Tennessee 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Henri Sinson has over 21 years of experience conceptualizing and delivering complex bridge projects. He has been responsible for the design and management of many major steel and concrete bridge structures, including pedestrian and fixed bridges as well as movable spans such as vertical lift, swing, and bascule spans. He has extensive DOT and LAP funded project experience. Henri’s superior project management and engineering abilities are reflected by the multiple project awards he and his team have earned. 19.RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR A1A NORTH CAUSEWAY BRIDGE over the ICWW Fort Pierce, FL Lead Structural Engineer. Responsible for delivering structural engineering design services for the shared use part and pedestrian bridge. Scope of services includes the alignment, segmental bridge super and substructure design, drainage, MOT, ITS, geotechnical, hydrogeology, lighting, signalization, signage, paving marking, utility/railroad/marine coordination, permitting, public involvement, maintenance, control and protection of vehicular and marine traffic, as well as additional roadway design services which addresses adjacent state, frontage and access roads, and railway crossings affected by the project. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 826 / SUNNY ISLES BRIDGE over the ICWW Sunny Isles Beach, FL Technical Advisor. Responsible for providing technical contributions to the comprehensive engineering services for the Rehabilitation of the Sunny Isles Bridge over the ICWW. Services included Bridge Development Report (BDR) and bridge design services involving mechanical/ electrical systems, steel painting, deck grating replacement with wheel paths, vibration study of the control house, public involvement; permitting, TCP plans, roadway, drainage, signing and pavement markings analysis and plans, and construction cost estimates. This design project will add bicycle lanes on Sunny Isles Boulevard, from SR A1A to NE 35th Avenue, and include the addition of special safety details on the bascule grating. Traffic control plans involve a crossover geometry which required our team to coordinate with the City of Sunny Isles Beach to limit impacts to a City park and associated hardscape. ENGINEERING COMPLETED Est. 6/2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE GASPARILLA ISLAND SWING BRIDGE over the Gulf ICWW Placida, FL Project Manager. Responsible for managing the replacement of a 220-foot swing span bridge over the Gulf Intracoastal Waterway. Project included the design for a 678-foot new bridge consisting of a 250-foot deck girder swing span and approach spans utilizing Florida I-Beams. Hammerhead-type piers transition in plan area for the rest and pivot piers. Embankments, supported by MSE walls, are protected by new bulkheads and revetment. Project included the first use of an Exodermic deck on a swing span in Florida and first swing span designed for the current FDOT vessel collision criteria ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE US 1 PEDESTRIAN / BICYCLIST BASCULE BRIDGE over the NEW RIVER Fort Lauderdale, FL Project Manager. Responsible for providing bridge engineering analysis and pedestrian bridge design services for a Pedestrian/Bicyclist Bascule Bridge PD&E Study for FDOT District 4. The PD&E study developed and evaluated, from an engineering and environmental constraints standpoint, design alternatives for a new signature pedestrian/ bicycle bascule bridge facility that would cross the New River and replace the existing pedestrian walkway that exists inside the Henry E. Kinney Tunnel. This study included the development and tiered screening evaluation of several feasible movable bridge design alternatives. ENGINEERING COMPLETED 2019 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER Jupiter, FL Project Engineer. Responsible for the quality control of the bascule span design preliminary and final design phases of this bascule bridge replacement project. The SWAT process of overlapping the design phase with the PD&E phase required coordination and support of the NEPA process in developing the Type 2 Categorical Exclusion documentation. As Project EOR, H&H is addressing structural/functional deficiencies of the existing bridge, developing vertical and horizontal alignments for replacement alternatives and studying the resulting impacts. The project will include ADA access ramps to the eight-foot sidewalks and a new seven-foot buffered bike lane for additional safety. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12.NAME George Patton, PE 13. ROLE IN THIS CONTRACT QA / QC Manager 14. YEARS EXPERIENCE a. TOTAL 31 b. WITH CURRENT FIRM 5 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Tampa, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Civil Engineering / University of South Florida M.S. / Civil Engineering / University of South Florida 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) George Patton is a recognized Bridge Specialist with 29 years of experience in bridge design for new and major rehabilitation projects. His experience includes providing construction engineer, peer reviewer, and bridge inspector. George has evaluated more than 50 bridge projects throughout the United States and has worked extensively on FDOT bridges for 25 years. George is responsible for managing bridge design projects and leading the design of fixed and movable bridges projects including structural and machinery elements. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE US 1 PEDESTRIAN / BICYCLIST BASCULE BRIDGE PD&E Fort Lauderdale, FL H&H Lead Movable Bridge Design Engineer. Responsible for development and evaluation of innovative movable pedestrian bridge concepts for a Pedestrian/Bicyclist Bascule Bridge PD&E Study for FDOT District 4. The PD&E study developed and evaluated, from an engineering and environmental constraints standpoint, design alternatives for a new signature pedestrian/ bicycle bascule bridge facility that would cross the New River and replace the existing pedestrian walkway that exists inside the Henry E. Kinney Tunnel. Bridge concepts addressed numerous project constraints including limited right-of-way, historic resources, parks, navigation traffic, and existing subaqueous tunnel within the restricted urban corridor in downtown Ft. Lauderdale. ENGINEERING COMPLETED 2019 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SE 17th STREET CAUSEWAY REPLACEMENT BRIDGE (A1A) Fort Lauderdale, FL Project Engineer. Responsible for the design of the superstructure for a signature twin double-leaf bascule bridge. Innovative features of the bascule span included structurally efficient and aesthetic twin box main girders and lightweight composite Exodermic bridge deck which eliminated stringers and lateral bracing, steel counterweight box, location of the span locks within the main girders which eliminated unsightly access platforms and redundant trunnion assemblies. ENGINEERING COMPLETED 2003 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE BROWNS PARK BRIDGE over the GREEN RIVER REHABILITATION Moffat County, CO H&H Lead Design Engineer. Responsible for the replacement of the floor system on a 320-foot long, 10-foot wide suspension bridge, which provides access across the Green River for pedestrians, ranchers, and livestock (cattle and sheep). The existing deteriorated timber deck and stringers and steel pipe floorbeams were replaced with a new innovative, lightweight and durable aluminum orthotropic deck system, stringers and floorbeams, while making use of existing suspension cables, steel towers and concrete abutments. Responsible for research and development of the patented aluminum orthotropic deck system. The floor system design addressed the large thermal movement and corrosive conditions that result from extreme environmental conditions. Design permitted the contractor to replace the floor system in a top-down fashion with no equipment in the river. Federal, state and county funded project. ENGINEERING COMPLETED 2018 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE TREASURE ISLAND CAUSEWAY BRIDGES City of Treasure Island, FL Project Engineer. Responsible for the design and load rating of three replacement bridges including two low-level fixed bridges and a twin double-leaf bascule bridge with 21 feet of vertical clearance over the Gulf Intracoastal Waterway (ICWW). The bridge featured a main span of 176 feet between trunnions. The structural system included two main longitudinal plate girders, a composite Exodermic deck system featuring a lightweight concrete riding surface and a steel box counterweight. ENGINEERING COMPLETED 2007 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER Jupiter, FL Engineer-of-Record. Contributing to the preliminary, final, and post-design of this bascule bridge replacement project. The State-Wide Acceleration Transformation (SWAT) process overlapped the design and PD&E phases. The preliminary design phase requires coordination and support of the NEPA process in developing the Type 2 Categorical Exclusion documentation. The design incorporates intersection improvements and improves traffic functions at both ends of the approximately 2,960-foot-long (0.56 mile) project corridor into the bridge replacement design. The project will include Americans with Disabilities Act (ADA) access ramps to the eight-foot sidewalks and a new seven-foot buffered bicycle lane for additional safety. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12.NAME Jorge Soto, PE 13. ROLE IN THIS CONTRACT Structural Engineer 14. YEARS EXPERIENCE a. TOTAL 21 b. WITH CURRENT FIRM 3 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Sunrise, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Civil Engineering / Florida International University 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Jorge Soto has 21 years of experience in the design of the various fixed/ movable bridges and miscellaneous structures including an elevated Metrorail passenger platform. Structural design experience includes plate girders supported on integral straddle caps, splayed plate girders, AASHTO and FIB beams on curved bridges, culverts, concrete retaining walls, bulkhead walls, mast arms and overhead span/cantilever structures for multi-level and flat slab bridges and well as pedestrian, passenger and heavy rail bridges. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR A1A NORTH CAUSEWAY BRIDGE over the ICWW Fort Pierce, FL Structural Engineer. Responsible for superstructure design and plans development for the replacement of North Causeway Bridge. Scope of services includes the alignment, segmental bridge super and substructure design, drainage, MOT, ITS, geotechnical, hydrogeology, lighting, signalization, signage, paving marking, utility/railroad/marine coordination, permitting, public involvement, maintenance, control and protection of vehicular and marine traffic, as well as additional roadway design services which addresses adjacent state, frontage and access roads, and railway crossings affected by the project. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 500 PEDESTRIAN & FIXED BRIDGES over ALLIGATOR CREEK Orange County, FL Structural Engineer. Responsible for design of a 120-foot span pedestrian bridge as well as the 29-foot, 5-span continuous, cast-in- place flat slab bridge (C-32G), supported on concrete bent caps with 18-inch prestressed concrete piles. Was also responsible for the review of the superstructure and substructure design including flat slab and bent caps on prestressed piles ENGINEERING COMPLETED 2003 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 968 / SW 1ST STREET BRIDGE at MIAMI RIVER Miami, FL Structural Engineer. Responsible for design services for the replacement of a NRHP eligible bascule bridge over the Miami River located adjacent to a NRHP listed historic district and local historic district. The NEPA process concluded with an EA/FONSI, including a commitment through a MOA with FHWA, FDOT, and SHPO to maintain the existing historic catwalks connecting the bridge to the NRHP Miami River Inn cottages. The new 507-foot bridge included a 325-foot double-leaf bascule span over a widened 150-foot navigation channel. Two new approach spans consist of prestressed concrete beams, providing 18 feet of clearance over North and South River Drives. The new approach retaining walls include a longitudinal walkway for connectivity to the historic catwalks. Responsibilities include support of PD&E Team including documentation using SWEPT, OEM briefings and maintenance of the Project Commitments Record. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE I-595 RAMP L-1 over SR 84 WB (BRIDGE 860645) Broward County, FL Project Manager. Responsible for providing structural engineering design of a 386-foot, 3-span bridge. The bridge consisted of splayed plate girders supported on integral concrete post-tensioned straddle caps. Responsible for the checking/design of the steel plate girders/superstructure, load rating, substructure design and development of plans. ENGINEERING COMPLETED 2011 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER Jupiter, FL Structural Engineer. Responsible for providing analysis of superstructure leaf and foundation for the preliminary and final design phases of this bascule bridge replacement project. The SWAT process of overlapping the design phase with the PD&E phase required coordination and support of the NEPA process in developing the Type 2 Categorical Exclusion documentation. Serving as Engineer of Record of the project, H&H is addressing the structural and functional deficiencies of the existing bridge, developing vertical and horizontal alignments for bridge replacement alternatives and studying the resulting impacts. The design will incorporate intersection improvements and improve traffic functions at both ends of the approximately 2,960-foot-long (0.56 mile) project corridor. The project will include ADA access ramps to the eight-foot sidewalks and a new seven-foot buffered bike lane for additional safety. ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12. NAME Steven Nappi, PE 13. ROLE IN THIS CONTRACT Constructibility and Construction Bid / Administration / Inspections 14. YEARS EXPERIENCE a. TOTAL 15 b. WITH CURRENT FIRM 2 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Tampa, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Engineering; Minor-Structural Engineering and Mathematics / Roger Williams University 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Steven Nappi has extensive experience in managing and administering road and bridge construction projects for the FDOT. He has earned his FDOT Advanced MOT and Critical Structures Construction Issues (SSC) certifications. With a strong background in structural engineering, he has had roles as FDOT Project Administrator/Project Manager and CEI PE/SPE on ten Florida bridge contracts. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE BOCA GRANDE CAUSEWAY BRIDGE REPLACEMENT Fort Lauderdale, FL Swing Span Project Engineer. Responsible for all construction and administrative aspects of the bridge construction which included review of contract documents and shop drawings, coordinating field inspection of structural, mechanical and electrical components, assisting in preparation of progress pay estimates, updating shop drawing submittal logs, final as-builts, computation books and pay item overruns/underruns, and reviewing daily reports of construction. The project required the replacement of a structurally deficient swing span bridge located on the Boca Grande Causeway. Total bridge replacement length is 678 feet, included is a 219-foot swing span. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE CR 78 (Pine Island Road) MATLACHA BRIDGE REPLACEMENT Lee County, FL Project Engineer. Responsible for preparing agendas for progress meetings and recording minutes; preparing CPPR, holiday and weather letters; reviewing and approving estimates, tracking claims; shop drawing submittal logs, concrete lots, and pay item overruns/underruns; updating/signing & sealing final as-builts; updating the computation book; and reviewing daily reports of construction. This 675-foot-long, $17.3M bascule bridge replacement project includes reconfiguration of the roadway approaches, new bulkhead seawalls, and storm drainage collection and treatment system. ENGINEERING COMPLETED 2013 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE WHITE BOULEVARD OVER CYPRESS CANAL BRIDGE REPLACEMENT Bonita Springs, FL Senior Project Engineer. Responsible for all construction and administrative aspects which includes reviewing contract documents, holding meetings, preparing progress pay estimates, change orders and the final estimate package, reviewing/approving shop drawings, updating submittal logs, preparing/signing and sealing the final as-builts, monitoring field activities, and reviewing daily construction reports; monitoring the material testing program and pile driving operations, resolved issues in the field, advised where to look for requirements when inspecting different aspects of the work, performed depth checks during the Bidwell dry run and during concrete placement for deck pours, inspected rebar placement, ensured all permanent works were installed in accordance with contract documents. This project required the replacement of the structurally obsolete bridge and the resurfacing/reconstructing of the roadway approaches. The new bridge, founded on 18-inch square piles with CIP caps and a 1.5 foot CIP deck, accommodates 12-foot travel lanes, 5.5-foot shoulders and 6.5-foot sidewalks. Limited right-of-way necessitated the purchase of temporary/permanent easements so a temporary bridge could be installed. Significant utility relocations required moving overhead electric/communication lines and the replacing raw water main which serves 80% of the County’s customers. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE VANDERBILT DRIVE BRIDGE REPLACEMENT Bonita Springs, FL Senior Project Engineer. Responsible for all construction and administrative aspects which includes reviewing contract documents, holding meetings, preparing progress pay estimates, change orders and the final estimate package, reviewing/approving shop drawings, updating submittal logs, preparing/signing and sealing the final as-builts, monitoring field activities, and reviewing daily construction reports; monitoring the material testing program and pile driving operations, resolved issues in the field, advised where to look for requirements when inspecting different aspects of the work, performed depth checks during the Bidwell dry run and during concrete placement for deck pours, inspected rebar placement, ensured all permanent works were installed in accordance with contract documents during construction. The Vanderbilt Drive bridge featured a main span of 176 feet between trunnions. The structural system included two main longitudinal plate girders, a composite Exodermic deck system featuring a lightweight concrete riding surface and a steel box counterweight. ENGINEERING COMPLETED 2018 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12. NAME Daniel Tarantino, RA, LEED AP 13. ROLE IN THIS CONTRACT Project Architect 14. YEARS EXPERIENCE a. TOTAL 12 b. WITH CURRENT FIRM 3 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (New York, NY) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.A. / Architecture / New York Institute of Technology 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Registered Architect: NY LEEDAP 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Daniel Tarantino has over 11 years of experience focusing in architectural design. As an architectural designer, Mr. Tarantino has performed design and analysis on a multitude of transportation and infrastructural projects. Relevant Projects include the NYCT, New Fulton Street Transit Center, New York; LIRR, Nostrand Avenue Station Rehabilitation, Brooklyn, NY; LIRR, Rehabilitation of Valley Stream Station, Valley Stream, NY; RTD, Eagle P3 Project, Colorado; CATS, North Corridor Commuter Rail Terminal Station, North Carolina; DART, Intermodal Transit Hub, Iowa; DOT, Bus Rapid Transit Design Guidelines, New York; HART, Honolulu High Capacity Transit Corridor Project, Hawaii. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE EAST SIDE COASTAL RESILIENCY PROJECT (The Big U) New York, NY Senior Architect. Responsible for Hardesty & Hanover’s portion of the major East Side Coastal Resiliency project in Lower Manhattan. The aim of this project is to fortify and protect infrastructure from future storm surge and rising sea levels, as well as improve recreational opportunities and accessibility to the park and waterfront. Under this contract, H&H inspected five existing pedestrian bridges and two entrance ramps to determine their structural viability, and recommended rehabilitation or replacement in conjunction with the other aspects of the Coastal Resiliency program, including berms and other landscaping improvements. H&H provided conceptual designs for two new bridges and a bridge rehabilitation to further enhance pedestrian access to and from the waterfront on the Lower East Side. Bridges will be located in areas which will provide the most benefits to the local communities. ENGINEERING COMPLETED current CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE RARITAN RIVER DRAWBRIDGE REPLACEMENT Raritan, NY Deputy Design Manager for the $425M replacement of the Raritan River Drawbridge on North Jersey Coast Line. Responsible for design coordination and leading the development for all the project’s architectural components including analyzing material and aesthetic considerations to be used in the main span, house and approach structures, overseeing development of code and egress calculations by the architectural team; leading interdisciplinary team coordination meetings to evaluate potential conflicts and clashes at all levels of design. The project includes a half-mile long structure, with a movable swing span at the navigational channel and more than 3000 lf of approaches between the Perth Amboy and South Amboy stations. The bridge replacement will be done off-line while maintaining full rail operations during construction. Funded by FTA Grant under post-Sandy Emergency Relief Program, the intent is to protect major infrastructure components that may become endangered during extreme climate events. The replacement bridge is required to have a sufficient flood resilience to remain in operation after a major hurricane. The project has to be implemented within a very tight timeframe. Since the bridge suffered from frequent vessel collisions due to poor channel geometry in the past, it is the intent of NJT to implement feasible navigational improvements to the extent possible without delaying the project delivery. The scope of work includes a feasibility study of various alignments and bridge replacement alternatives. The new bridge is likely to be a vertical lift with a minimum 110 foot vertical clearance and 300 foot navigational channel. Key issues include obtaining necessary permits and approvals to meet the timeframe specified in the FTA grant requirements, while minimizing impact on NJ TRANSIT operations, as well as the adjacent properties and environment. ENGINEERING COMPLETED current CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE DELANCEY STREET BRIDGE RECONSTRUCTION New York, NY Senior Architect. Responsible for providing comprehensive architectural services during the preliminary and final design of the full replacement of the Delancey Street Pedestrian Bridge. H&H began by performing an in-depth inspection of the existing pedestrian bridge. Since the existing clear width was less than the desired 12-foot clear distance needed to accommodate a shared use path, it was determined that new bridge replacement will incorporate a 12-foot clear width and minimum profile slopes to better accommodate the public. H&H is currently performing final design of the new pedestrian bridge structure which consists of concrete cellular ramps and a steel tied arch bridge spanning a length of 209 foot over the heavily traversed FDR Drive. Bridge aesthetics was a large factor in the pedestrian bridge design which was presented to the New York City Public Design Commission. H&H worked closely with the project architect who had a certain vision for the bridge’s geometry and look. The architect didn’t want any “heaviness” in the bridge members and developed drawings of how the bracing and bridge profile should look. H&H performed the structural analysis based upon these architectural concepts and is transforming that design vision into a full set of construction documents and specifications. ENGINEERING COMPLETED 2020 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12.NAME Andrew Barthle, PE 13. ROLE IN THIS CONTRACT Electrical Engineer 14. YEARS EXPERIENCE a. TOTAL 17 b. WITH CURRENT FIRM 16 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Sunrise, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Electrical Engineering / Rensselaer Polytechnic Institute 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Andrew Barthle is a Senior Associate and Electrical Engineer at Hardesty & Hanover. With over 14 years of professional experience, Andrew is responsible for inspection, planning, design, and providing construction support for electrical systems including power distribution, lighting, PLC and relay control, motion control, CCTV, and cathodic protection systems for transportation facilities such as roadways, movable bridges, control houses, and other structures. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE NOB HILL ROAD LIGHTING FROM HILLSBORO BOULEVARD TO LOXACHATTEE ROAD Parkland, FL Electrical Engineer. Responsible for providing lighting analysis and engineering design for construction plans for a roadway lighting system (standard FPL cobra-head type concrete light pole system) to be placed along Nob Hill Road. Also provided quantities and estimates for this new installation. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE FLAGLER MEMORIAL BRIDGE over ICWW Palm Beach, FL Electrical Engineer. Responsible for design, calculations, plan preparation, and post design of the bridge electrical systems. Work included design of interior lighting, architectural accent lighting, CCTV, a relay-based control system with PLC-based condition monitoring of machinery, a two-generator emergency power system, and flux vector motor drives as part of a $95 million design-build project that included replacement of the entire bridge off-line and parallel to the existing bridge to maintain traffic for this busy causeway connecting West Palm Beach to Palm Beach. The replacement bridge, completed in 2018, is a twin double-leaf rolling lift bascule span bridge with a 150-foot rolling-lift-span over the navigable channel; twelve 150-foot pre-stressed concrete approach spans; and approach roadway work. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 968 / SW 1ST STREET BRIDGE at MIAMI RIVER Miami, FL Electrical Engineer and Engineer of Record. Responsible for design, calculations and plan preparation for the bridge electrical systems including exterior accent and interior utility lighting, a new relay-based control system with PLC monitoring, service upgrade, emergency generation, flux vector drives, and CCTV for the replacement of a NRHP eligible bascule bridge over the Miami River located adjacent to a NRHP listed and local historic district. The existing bridge is a 650.5-foot, 13-span bridge constructed in 1929 and is the gateway crossing into downtown Miami. The new 507-foot bridge will include a 325-foot double-leaf bascule span over a widened 150-foot navigation channel. Two new approach spans will consist of prestressed concrete beams providing 18 feet of clearance over North and South River Drives. ENGINEERING COMPLETED Post Design CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE LOXAHATCHEE ROAD LIGHTING FROM BISHOP PIT ROAD TO SR 7 Parkland, FL Electrical Engineer Responsible for providing lighting analysis and engineering design for construction plans for a roadway lighting system (standard FPL cobra-head type concrete light pole system) to be placed along Nob Hill Road. Also provided quantities and estimates for this new installation. ENGINEERING COMPLETED 2019 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE over the LOXAHATCHEE RIVER Jupiter, FL Lead Electrical Engineer. Responsible for providing electrical engineering and design services during the preliminary, final, and post- design phases of this bascule bridge replacement project which includes Interior lighting (machinery areas, control room, etc.), architectural accent lighting, lighting for the observation deck beneath the bridge, a new relay-based control system with PLC monitoring, electric service upgrade, emergency power Ageneration, flux vector drives, and CCTV. H&H will serve as Engineer of Record for the project which addresses the structural and functional deficiencies and includes the development of vertical and horizontal alignment for bridge replacement alternatives and study of the resulting impacts. The project will include ADA access ramps to the 8- foot sidewalks and a new 7-foot buffered bike lane for additional safety ENGINEERING COMPLETED 2021 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete on Section E for each key person) 12.NAME Amaka Anderson, PE 13. ROLE IN THIS CONTRACT Mechanical Engineer 14. YEARS EXPERIENCE a. TOTAL 12 b. WITH CURRENT FIRM 12 15. FIRM NAME AND LOCATION (City and State) HARDESTY & HANOVER (Sunrise, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION) B.S. / Mechanical Engineering / University of Central Florida 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Professional Engineer: FL 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Amaka Anderson is a Mechanical Engineer with Hardesty & Hanover. Having worked exclusively for H&H for 11 years, Amaka specializes in managing the bridge design, analysis and inspection. Ms. Anderson’s responsibilities include conducting biennial inspections work, developing estimates, as well as engineering details, drawings, calculations, and technical special provisions for bridge rehabilitation and new bridge designs; providing mechanical shop drawing approvals of machinery and sizing of HVAC and water/sewer plumbing systems. 19. RELEVANT PROJECTS TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE NW SOUTH RIVER DRIVE BRIDGE OVER TAMIAMI RIVER CANAL Miami, FL Mechanical Engineer. Responsible for design, calculations, and plan preparation for all mechanical systems. The project involved the preliminary study and final design of a 123-foot simple trunnion single-leaf through-girder bascule span bridge to replace the historical Tamiami Canal Swing Bridge constructed in 1921. The project included providing a four-lane-wide bridge with six-foot and 12-foot shared sidewalks and control house within a 50-foot limited right-of-way and low bridge profile which resulted in the need to use through-bascule girders. The floor system consisted of floor beams and an Exodermic bridge deck with no steel stringers and lateral bracing. Architectural features to the bridge and control house were also included in the detail design. ENGINEERING COMPLETED 2011 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE JUPITER FEDERAL BRIDGE REPLACEMENT Jupiter, FL Lead Mechanical Engineer. Responsible for managing the mechanical systems design for this bascule bridge replacement project. H&H will serve as EOR; the project addresses the structural and functional deficiencies of the existing US-1/SR-5 Jupiter Federal Bridge from CR-A1A (Ocean Boulevard) to Beach Road. Scope includes the development of vertical and horizontal alignment for bridge replacement alternatives and study of the resulting impacts. The design incorporates intersection improvements and improves traffic functions at both ends of the approximately 2,960-foot long (0.56 mile) project corridor into the bridge replacement design. The project will include ADA access ramps to the eight-foot sidewalks and a new seven-foot buffered bike lane for additional safety. ENGINEERING COMPLETED Est. 2020 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE GASPARILLA ISLAND SWING BRIDGE OVER ICWW Placida, FL Mechanical Engineer. Responsible for design of for the design and calculations for tender house HVAC units and plumbing system, center pivot assembly, span drive machinery, balance wheel assemblies, center roller assemblies, rigid stop assemblies, and for updating technical specifications, mechanical shop drawing approvals including the span lock machinery and end lift assemblies. The HVAC and plumbing rehabilitation consisted of sizing a new tender house HVAC system and new interior water and sewage system. The new two- level tender house consisted of two levels to be cooled and heated by means of a split-type AC system. Ventilation design for the bathroom was also included in the design scope. The project involves the final design for the replacement of a 220-foot swing span bridge with a new 678-feet bridge including a 250-foot deck girder swing span and approach spans utilizing Florida I-Beams. Embankments are supported by MSE walls and protected by new bulkheads and revetment. ENGINEERING COMPLETED 2016 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR-826 / SUNNY ISLES BOULEVARD BRIDGE OVER ICWW Sunny Isles Beach, FL Mechanical Engineer. Responsible performed a field review of the structural of this twin double-leaf bascule span bridge including span drive machinery, trunnion assemblies, span lock machinery, and live load shoe assemblies. Deficiencies reported in the 2015 FDOT Biennial Inspection Report were confirmed and new conditions that require repairs were documented. ENGINEERING COMPLETED 2015 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm TITLE AND LOCATION (City/State); BRIEF DESCRIPTION (scope, size, cost, etc.); ROLE SR 968/SW 1ST STREET BRIDGE OVER MIAMI RIVER Miami, FL Lead Mechanical Engineer. Responsible for the design, calculations, and developing technical special provisions for the mechanical systems for the replacement of the nationally registered historic bridge. The HVAC and plumbing rehabilitation consisted of sizing new HVAC central air/ package-type system and new interior water and sewage systems inside the new tender house. The new, four-level tender house consisted of three levels to be cooled and heated by means of air ducts and supply/return vents, with fresh air ventilation provided by an ERV system. Ventilation design for the two bathrooms were also included in the design scope. The new 507-foot bridge includes a 315-foot double-leaf bascule span over a widened 125-foot navigation channel. ENGINEERING COMPLETED 2017 CONSTRUCTION COMPLETED n/a  Check if project performed with current firm STANDARD FORM 330 (REV. 3/2013) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) University of Tennessee Pedestrian Bridge Knoxville,Tennessee 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER City of Knoxville b.POINT OF CONTACT NAME Dawn Michelle Foster c.POINT OF CONTACT TELEPHONE NUMBER 862.215.2543 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover performed the preliminary and final bridge design of a bicycle / pedestrian crossing the Tennessee River. Many significant challenges were meet during this design project: •Accommodated a large 50-foot vertical gap at the north landing (University of Tennessee campus) and the south landing (South Waterfront Redevelopment Area) •Addressed multiple overhead and underground utilities. •Minimized property acquisitions •Provided required clearances: Tennessee River Barge Channel, Neyland Drive and Gulf & Ohio Railroad. •Addressed environmental concerns and permitting requirements (permits required from the Tennessee Department of Environment and Conservation (TDEC), the US Army Corps of Engineers (USACE), and the Tennessee Valley Authority (TVA)). To meet the geometric considerations, the river crossing was approximately 1,000-foot-long with a 450-foot main span, minimum. A graceful concrete arch bridge contained a 710-foot main span and multiple side spans approximately 130-foot in length. The aesthetic quality of the bridge complements that of the nearby Henley Street and Gay Street Bridges. Constructability and addressing the wind and vibration needs were important design factors. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) New York, NY (3)ROLE Bridge Design Engineer b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Pedestrian Bridge Design Iconic Design Features Park Elements Engineer of Record Aesthetically Pleasing Urban Environment STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State) Inner Harbour Pedestrian Bridge Copenhagen, Denmark 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Københavns Kommune (Copenhagen City Council) b.POINT OF CONTACT NAME Ian Firth c.POINT OF CONTACT TELEPHONE NUMBER +44 (0) 20.7940.7600 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover performed bridge engineering design services for The Inner Harbor Pedestrian Bridge, located in Copenhagen's Nyhavn section. Services included design of span operating and span support machinery and control systems as well as movable bridge coordination with bridge structural design. H&H’s design included forward support roller and rear support bogies, transverse guidance rollers, and an operating rope drive system. UK-based Studio Bednarski, with bridge engineers Flint & Neill and H&H and lighting designers Spiers and Major, won an international competition and developed the preliminary and final bridge design for Københavns Kommune (Copenhagen City Council) as part of the Inner Harbor development. The signature S-curve shaped bridge has two movable leafs retracting between fixed approach box girders. The bridge is visually striking with a strong architectural presence for the span structure as well as the control house located adjacent to the structure. Functioning on a sliding mechanism with an opening that spans 50m and has a total length of 180m, the bridge deck is 7m wide and has a low structural profile which enhances views along and across the harbor. Another significant feature of the bridge is the inclusion of viewing platforms at the edge of the navigation channel. Platforms provide a safe position for pedestrians and cyclists to view the bridge movement and allow close proximity to the passing ships and boats. The bridge's slightly sinuous alignment extends the bridge and maximizes the length of the adjoining ramps. This geometry permitted the ramp grades to be limited to 4%. This grade balances the needs of the pedestrians and cyclists with the desire to limit the intrusion of the ramps onto the harbor sides. The bridge superstructure consists of the two main cantilevered moving sections that have smooth soffits reminiscent of a boat hull. The approach ramps consist of clean box girder elements that provide an efficient structure that is elegant yet low maintenance. The team has received many awards for the project, including having the bridge named one of the “world’s most impressive feats of structural engineering.” 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) New York, NY (3)ROLE Bridge Design Engineer b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Pedestrian Bridge Design Signature Iconic Structure Urban Environment Close coordination withlocal agencies & communitythrough public outreach Award-Winning Project STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State) US 1 Pedestrian/Bicyclist Bridge over the New River PD&E Fort Lauderdale, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Florida Department Transportation District 4 b.POINT OF CONTACT NAME Binod Basnet c.POINT OF CONTACT TELEPHONE NUMBER 954.777.4146 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover provided bridge engineering analysis and pedestrian bridge design services for a Pedestrian/Bicyclist Bascule Bridge PD&E Study for Florida Department of Transportation, District 4. The PD&E study developed and evaluated, from an engineering and environmental constraints standpoint, design alternatives for a new signature pedestrian/ bicycle bascule bridge facility that would cross the New River and replace the current pedestrian walkway that exists inside the Henry E. Kinney Tunnel. This study included the development and tiered screening evaluation of several feasible movable bridge design alternatives. Providing US-1 north-south connectivity would require implementing a functional, long-standing, and balanced design that incorporates the necessary aesthetics to integrate several adjacent historical structures and existing Riverwalk with function so that the navigational challenges that currently exist for marine traffic along the New River will not increase. Another goal of the study was to identify bridge alternatives that would reduce or eliminate construction impacts to the marine industry ($8.8B industry involving 110,000 Broward County jobs) by focusing well-established and safe construction methods, such as pre- assembly of movable spans and precast piers. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Lead Bridge Engineer / Subconsutlant b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Iconic Bridge Design Concept Pedestrian Bridge Crossing FDOT & AASHTO Compliant Aesthetically Pleasing Same Project Manager HenriSinson CLOSED POSITION OPEN POSITION STANDARD FORM 330 (REV. 3/2013) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State) Delancey Street Pedestrian Bridge New York, New York 22. YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER New York City Department of Design and Construction b.POINT OF CONTACT NAME How Sheen Pau c.POINT OF CONTACT TELEPHONE NUMBER 718.391.2093 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover is providing preliminary and final bridge design services for the full replacement of the Delancey Street Pedestrian Bridge, as part of the East Side Coastal Resiliency Project in Manhattan for the New York City Department of Design and Construction. H&H performed an in-depth inspection of the existing Delancey Street Pedestrian Bridge. The existing clear width is less than the desired 12-foot clear distance to accommodate a shared use path. Therefore, it was determined that new bridge replacement will incorporate a 12-foot clear width and minimum profile slopes to better accommodate the public. H&H is currently performing final design of the new pedestrian bridge structure which consists of concrete cellular ramps and a steel tied arch bridge spanning a length of 209 foot over the heavily traversed FDR Drive. Bridge aesthetics was a large factor in the pedestrian bridge design which was presented to the New York City Public Design Commission. H&H worked closely with the project architect who had a certain vision for the bridge’s geometry and look. The architect didn’t want any “heaviness” in the bridge members and developed drawings of how the bracing and bridge profile should look. H&H performed the structural analysis based upon these architectural concepts and is transforming that design vision into a full set of construction documents and specifications. ORIGINAL DELANCEY ST. PEDESTRIAN BRIDGE NEW DELANCEY ST. PEDESTRIAN BRIDGE RENDERINGS 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) New York, NY (3)ROLE Bridge Design Engineer Relevancy to this Project: Pedestrian Bridge Design Urban Environment Provides Accessibility to RecreationalPark/Waterfront Area Federally funded project Incorporates Desired Aesthetics Comprehensive Design Services FHWA & AASHTO Compliance STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) NW South River Drive Bridge over Tamiami River Canal Miami-Dade County, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Miami-Dade County Public WorksDepartment b.POINT OF CONTACT NAME Dennis Fernandez c.POINT OF CONTACT TELEPHONE NUMBER 786.469.5264 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover provided engineering design services for the replacement of the NW South River Drive Bridge. The project was one component of the Miami River Corridor Multi-modal Transportation Plan’s proposed "on-road” greenway which links proposed waterside pedestrian and bicycle facilities and provides connectivity between the Miami Intermodal Center (MIC) and the Greenway. H&H’s new single-leaf bascule bridge and control house designs addressed traffic, structural, hydraulic and aesthetic deficiencies and future needs by providing a 90- foot navigation channel, four traffic lanes and 12- and 6-foot sidewalks. Located east of the Miami Intermodal Center (MIC) and the Miami International Airport (MIA MIC/Airport, the Tamiami Canal Bridge is one of two north-south crossings over the Tamiami Canal and is part of the roadway network to the Port of Miami. Constructed circa 1921, the Historic Tamiami Canal Swing Bridge was one of the oldest bridges on the Miami River system. Due to its age and deteriorated condition, the original bridge was classified as "structurally deficient" and "functionally obsolete". The navigation and hydraulic channel constriction at the existing bridge was identified by the South Florida Water Management District (SFWMD) as an impediment to flow with potential for raised flood stages upstream. The new bridge needed to provide a better flow of this controlled waterway. Since through-truss "bob-tailed" swing bridge was considered eligible for listing on the National Register of Historic Places (NRHP), the original swing span was relocated in its entirety to its final resting place at Comfort Canal Park where it will be repurposed as a park pedestrian bridge. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Prime / EOR b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Complex Bridge Design Incorporates PedestrianCrossing Engineer of Record MDC, FWHA & AASHTOcompliant LAP-Funded Project Award Winning Project Urban Environment This project won the FTBA 2019 LAP Project of the Year Award STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State) 82nd Avenue Pedestrian Bridge Queens, New York 22. YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER New York State DOT b.POINT OF CONTACT NAME Anshu Trivedi, PE c.POINT OF CONTACT TELEPHONE NUMBER 718.482.7319 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover performed design and developed specifications for new pedestrian bridge. The new pedestrian bridge contains a steel truss with a curved top chord and spans 225-feet, crossing eight lanes of traffic with corresponding shoulders. The new bridge is supported on new reinforced concrete spread footing abutments placed behind new soldier pile and lagging retaining walls. The construction of the pedestrian bridge occurred in critical phase of the staged construction of the Interchange. Pedestrian traffic was temporarily detoured to the south, to the newly constructed Hoover Avenue Bridge, which is also part of the Interchange Construction. Once the Expressway widening was completed and the retaining walls and abutments were installed, the new superstructure was erected in two sections using temporary supports and a corresponding superstructure splice in the center of the span to facilitate the erection of the bridge while maintaining vehicular traffic on the Expressway beneath the bridge. Fencing and LED lighting was placed on the bridge to provide for a structurally efficient and aesthetically pleasing bridge. As part of the Kew Gardens Interchange replacement project, the 82nd Avenue Pedestrian Bridge required complete replacement due to structural deficiencies as well as geometric constraints of the newly replaced Van Wyck Expressway traveling beneath the Pedestrian Bridge. To facilitate the Expressway widening, a new bridge was required to connect the local pedestrian traffic to nearby MTA subway stations across the Expressway. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) New York, NY (3)ROLE Bridge Design Engineer b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Pedestrian Bridge Design Bridge over Roadway Urban Environment STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State) SR A1A North Causeway Bridge over ICWW St. Lucie County, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Florida Department Transportation District 4 b.POINT OF CONTACT NAME Donovan Pessoa c.POINT OF CONTACT TELEPHONE NUMBER 954.777.4466 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover is providing comprehensive engineering planning and design services for the replacement of SR A1A North Causeway Bridge. This project required the design of a new high-level fixed bridge and associated approaches which carries SR A1A and the East Coast Greenway over the ICWW, FEC RR, and Old Dixie Highway, a new observation deck bridge emerging beneath SR A1A from the west shoreline, as well as the design of new roadway alignments and additional civil design services which address adjacent state, frontage and access roads and railway crossings located within the project’s tight footprint. Challenges met by the H&H team include extensive utility/railroad/marine coordination, significant right-of-way coordination required by FEC and adjacent business owners and permitting coordination. Other scopes of services include geotechnical engineering, hydrogeology, drainage, lighting, signalization, signage, pavement marking, public involvement, maintenance, control, and protection of vehicular and marine traffic. Constructed in 1963, this movable bascule bridge spans over the Intracoastal Waterway (ICWW) and connects the barrier island to the mainland in the City of Fort Pierce. In March 2014, the bridge was found to be structurally deficient and functionally obsolete. The new fixed bridge is 65-foot wide and consists of FIB-84 beams spanning 158 feet in simple spans and 184 feet in continuous spans. The new observation deck structure is CFRP prestressed slabs, bent caps and piles. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Prime / EOR b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Concrete Bridge Design Complex geometrypedestrian bridge attachingto main bridge FDOT & AASHTO compliant Federally-Funded Project STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State) Jupiter Federal Bridge over the Loxahatchee River Jupiter, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2021 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Florida Department Transportation District 4 b.POINT OF CONTACT NAME Bing Wang, PE c.POINT OF CONTACT TELEPHONE NUMBER 954.777.4406 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover is providing comprehensive bridge engineering services and is serving as the Engineer of Record and prime consultant for the Jupiter Federal Bridge Replacement project. During the PD&E study, H&H addressed the structural and functional deficiencies of the existing bascule bridge and made engineering recommendations on various vertical and horizontal alignments and bridge replacement alternatives. After extensive public involvement and coordination with various stakeholders, FDOT elected to have H&H proceed with the design of twin mid-level double-leaf bascule bridges. This design process has involved extensive studies, comprehensive planning, and construction and environmental measures that will minimize potential impacts to neighboring businesses, parks, boaters, marinas, museums, residents, and local traffic. These measures include constructing temporary intersection improvements, incorporating Intelligent transportation system (ITS) throughout the project corridor, and specifying low vibratory foundation installation measures. The existing Jupiter Federal Bridge, a divided four-lane low- level bascule bridge, connects Palm Beach County’s Jupiter Inlet District and Tequesta communities. Project limits include SR-5/US-1 Federal Highway from CR-A1A to Beach Road in Palm Beach County, Florida. Originally constructed in 1958, the functionally obsolete and structurally deficient bridge required replacement. The proposed bridge configuration has an overall length of 915 feet. The main span over the navigation channel is a 267-foot-long twin double‐leaf trunnion type bascule span. The approach span unit to the south is 480 foot-long and includes three concrete spans at 152, 160, and 168-feet with a continuous deck. The approach span unit to the north has a single concrete span at 168 feet. The bridge will have a constant overall width of 100.5 feet that will accommodate two 30-foot- wide roadways divided by a 19.5-foot wide median. Each roadway will include two 11-foot travel lanes, an 8-foot outside shoulder with 7-foot buffered bike lane. An 8-foot-wide sidewalk will be provided outboard each roadway, separated by a traffic railing and bordered by a pedestrian/bicycle railing. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Prime / EOR b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Complex Bridge Design Pedestrian/Bicycle Lanes Engineer of Record FDOT, FHWA & AASHTO Compliant Federally-Funded Project Iconic design concept STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State) Gasparilla Island Swing Bridge over the Gulf ICWW Gasparilla Island, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Gasparilla Island Bridge Authority b.POINT OF CONTACT NAME Kathy Verrico c.POINT OF CONTACT TELEPHONE NUMBER 941.697.2271 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover provided comprehensive design services for the replacement of the Gasparilla Island Swing Bridge which included field inspection, a feasibility study, complete design, and post-design engineering support. Our feasibility study provided details on high-level fixed, swing, and bascule alternatives on north and south alignments. A swing bridge on a southerly alignment was chosen to minimize environmental impacts such as devastation to sea grass and mangrove vegetation. H&H’s design goal was to replicate the existing appearance of the site and position the new 225-foot main swing span off-center from the existing navigation channel and higher than the existing span to allow the existing and new span to operate during the construction of the new bridge. The new swing span superstructure consists of steel girders in similar shape to the existing supporting an Exodermic concrete deck. The north approach span structure consists of two 108 foot spans with a total length of 217 feet, while the south approach structure includes two 117 foot spans with a total length of 235.5 feet. The approach superstructure has Florida I-Beam prestressed beams (FIB) supporting a cast-in-place concrete deck. The total length of the new bridge, including approach spans, is 678 feet. The new substructure consists of waterline footings founded on prestressed concrete piles and hammerhead-type piers supporting the superstructure. This is the first substructure designed to support a swing bridge using the FDOT navigation vessel collision loads and methodology. Mechanically stabilized wall systems support the approach embankments. The new bridge profile is higher than the original to satisfy the Coast Guard requirements, reduce the number of bridge openings, and not be impacted by the storm surge wave crest. The new elevation also allows the new swing span to clear the existing swing span during operation since the existing swing bridge remained in service throughout construction. . 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Prime; Bridge Engineer b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Complex Bridge Design Pedestrian Bridge Crossing  Delivered by same Project Manager Henri Sinson Award Winning Bridge STANDARD FORM 330 (REV. 3/2013) PAGE 3 F.EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State) SR 968/SW 1st Street Bridge over the Miami River Miami, Florida 22. YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Florida Department Transportation District 6 b.POINT OF CONTACT NAME Adriana Manzanares c.POINT OF CONTACT TELEPHONE NUMBER 305.470.5283 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Serving as Lead Designer and Engineer-of-Record, Hardesty & Hanover designed the new bascule span replacement and roadway reconstruction for the SR 968/SW 1st Street Bascule Bridge. The new 507-foot replacement bridge included a 315-foot (240 feet trunnion-to- trunnion) double-leaf bascule span over a widened 125-foot navigation channel. Two new approach spans (100-foot span on the west and an 88-foot span on the east), consists of prestressed concrete beams providing at least 16.5 feet of clearance over North and South River Drives. The bascule span roadway included an Exodermic concrete deck providing protection of steel superstructure and a safer/quieter riding surface. The bascule span operates with an electrical- mechanical gear train with a rack and pinion drive, variable frequency drive motor control and relay logic. Project aesthetics are incorporated into the bridge piers, walls, abutments, and a three-story control house. Roadway reconstruction included upgrading the existing substandard typical section to current standards through the project limits. A typical section in the new roadway has three 11-foot traffic lanes, a 5.5-foot bicycle lane, and 2.5-foot shoulders. Traffic barriers and pedestrian railing are included in the new bridge typical section. The existing nationally-registered historic SW 1st Street Bridge is a 650.5 foot, 13- span bridge constructed in 1929 is the gateway crossing into downtown Miami traversing the lower segment of the Miami River, which is a working river due to its very active commercial vessel usage. The four- lane one-way pair SW 1st Street Bridge (with the W. Flagler Street Bridge) provides local eastbound access to downtown Miami from the community of Little Havana and located within the City of Miami’s Greenway System. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Lead Bridge Engineer / Subconsultant b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Complex Bridge Design Pedestrian Bridge Crossing Greenway / Park Elements FDOT & AASHTO compliant Urban Environment Traffic Considerations Iconic design concept STANDARD FORM 330 (REV. 3/2013) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State) SR 836/Sunny Isles Boulevard Bridge over ICWW Sunny Isles Beach, FL 22. YEAR COMPLETED PROFESSIONAL SERVICES Current CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Florida Dept. of TransportationDistrict 6 b.POINT OF CONTACT NAME Geidy Coello, PE c.POINT OF CONTACT TELEPHONE NUMBER 305.470.5421 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover is providing comprehensive engineering services for the Rehabilitation of the Sunny Isles Bridge over the ICWW. Each of the twin bridge structures consist of four-lane crossings with 16 pre-stressed AASHTO concrete and steel beams spans and a double-leaf trunnion bascule span. Design services included mechanical/electrical rehabilitation, steel painting, deck grating replacement with wheel paths, vibration study of the control house, public involvement; permitting, TCP plans, roadway, drainage, signing and pavement markings analysis and plans, and construction cost estimates. The following deficiencies were noted during inspection, addressed, and corrected: deterioration of open grid steel deck (surface corrosion, distressed connectors, cracked welds and broken rivets, replacement/rehabilitation of drives, bearings and locks. This design project will add bicycle lanes on Sunny Isles Boulevard, from SR A1A to NE 35th Avenue, and includes the addition of special safety details on the bascule grating. Traffic control will include a crossover geometry which required our team to coordinate with the City of Sunny Isles Beach on how to limit any impacts to a City park and associated hardscape. . 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) Sunrise, FL (3)ROLE Prime Consultant – Movable Bridge Lead b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Bridge Engineering Coordinated with SIB Engineering& Parks Departments Maintenance of Traffic in SunnyIsles Provided Hardscape Restoration BICYCLE GRATING – SAFETY DETAIL STANDARD FORM 330 (REV. 3/2013) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, If not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 11 21. TITLE AND LOCATION (City and State) Wonderland Pedestrian Bridge Boston, MA 22. YEAR COMPLETED PROFESSIONAL SERVICES 2012 CONSTRUCTION (if Applicable) n/a 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER Massachusetts Bay TransportationAuthority (MBTA) b.POINT OF CONTACT NAME John Waugh c.POINT OF CONTACT TELEPHONE NUMBER 781.793.9988 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Hardesty & Hanover performed engineering services for the MBTA Revere Rail facility and streetscape project at the Wonderland Station. Hardesty & Hanover’s design was completed as part of the tender phase for a design-build contract for Walsh Construction. The project consisted of preparation of contract documents for a new pedestrian bridge to provide pedestrian access over a heavily traveled roadway to a multi-use facility that links the MBTA subway station to the nearby beach waterfront. The design involved a new cable stayed bridge, prestressed concrete approach structure, two elevators (to the beachfront and subway station), landscape architecture and aesthetic treatments to create a “gateway” to the historic Wonderland beachfront. The project involved construction over active rail lines, as well as coordination to accommodate future development and direct connections to the MBTA subway station.anothl 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME HARDESTY & HANOVER (2)FIRM LOCATION (City and State) New York NY (3)ROLE Prime Consultant – Movable Bridge Lead b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE Relevancy to this Project: Pedestrian Bridge DesignContains Two Elevators Complex structure design Combination Pedestrian Bridge/ Plaza with Scenic Overlook Landscape & Hardscape Design Construction over two MBTA Rail Tracks Construction to Coordinate with Future Development STANDARD FORM 330 (REV. 3/2013) PAGE 4 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26.NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table. Place “X” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Michael Sileno PE Principal X X X X X X Henri Sinson, PE Project Manager X X X X X Jorge Soto, PE Structural Engineer X X X George Patton, PE QA / QC Manager X X X X Steven Nappi, PE Constructibility X Andrew Barthle, PE Electrical Engineer X X X X Amaka Anderson, PE Mechanical Engineer X X X X Daniel Tarantino, RA Architecture X X 29.EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 University of Tennessee Pedestrian Bridge 6 SR A1A North Causeway Bridge over ICWW 2 Inner Harbour Pedestrian Bridge 7 Jupiter Federal Bridge over the Loxahatchee River 3 US-1 Pedestrian/Bicyclist Bridge over the New River 8 Gasparilla Island Swing Bridge over Gulf ICWW 4 Delancey Street Pedestrian Bridge 9 SR 968/SW 1st St. Bridge over the Miami River 5 82nd Avenue Pedestrian Bridge 10 SR 836/Sunny Isles Beach Boulevard Bridge over ICWW H.ADDITIONAL INFORMATION 30.PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS.AS NEEDED. 31.SIGNATU �--­ Michael Sileno, PE Hardesty&Hanover I.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 132.DATE STANDARD FORM 330 (REV. 3/2013) PAGE 5 11/19/2020 ARCHITECT – ENGINEER QUALIFICATIONS 1.SOLICITATION NUMBER (If any) 20-10-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Hardesty & Hanover, LLC 3.YEAR ESTABLISHED 2011 4.UNIQUE ENTITY IDENTIFIER 05-455-2252 2b. STREET 1000 Sawgrass Corp. Parkway, Suite 544 5. OWNERSHIP a.TYPE Limited Liability Company2c. CITY Sunrise 2d. STATE FL 2e. ZIP CODE 33323 b.SMALL BUSINESS STATUS No6a. POINT OF CONTACT NAME AND TITLE Michael Sileno, PE, Principal 7.NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 954.835.9119 6c. E-MAIL ADDRESS msileno@hardestyhanover.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER J.A.L. Waddell Waddell & Hardesty Hardesty & Hanover, LLP 1887 1927 1945 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 0 b. Non-Federal Work 10 c. Total Work 10 12.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b.DATE 11/20/2020 c. NAME AND TITLE Michael Sileno, PE, Principal AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) PAGE 6 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Profile Code b. Experience c. Revenue Index Number (see below) B02 Bridges 9 Construction Inspection 8 Construction Support 6 C18 Cost Estimating; Cost Engineering and Analysis; Parametric Costing; Forecasting 4 E09 Environmental Impact Studies, Assessments or Statements 4 H01 Harbors; Jetties; Piers; Ship Terminal Facilities 2 H07 Highways; Streets; Airfield Paving; Parking 4 H08 Historical Preservation 2 H12 Hydraulics & Pneumatics 1 L06 Lighting (Ext; Street; Memorials; Ath Fields) 2 Movable Bridges 8 P05 Planning (Comm, Regional, Areawide, State) 1 P06 Planning (Site, Installation, and Project) 1 S03 Seismic Designs & Studies 1 S05 Soils & Geologic Studies; Foundations 4 S09 Structural Design; Special Structures 2 T03 Traffic & Transportation Engineering 5 T06 Tunnels & Subways 4 U03 Utilities (Gas and Steam) 4 V01 Value Analysis; Life-Cycle Costing 2 9. EMPLOYEES BY DISCIPLINE*represents available staff from both H&H Holding Company subsidiaries a. Function Code b. Discipline c. No. of Employees (1) FIRM (2) BRANCH 02 Administrative 47 3 06 Architects 6 0 08 CADD Technician 9 1 12 Civil Engineers 82 4 15 Construction Inspectors 58 0 18 Cost Engineer/Estimator 2 0 21 Electrical Engineers 19 1 27 Foundation/Geotechnical 12 0 32 Hydraulic Engineer 3 0 42 Mechanical Engineers 30 4 57 Structural Engineers 93 5 47 Planner : Urban/ Regional 6 0 50 Risk Assessor 1 0 60 Transportation Engineers 21 2 Drainage Engineers 2 0 Bridge Inspectors 31 0 Water Resources 2 0 Other Employees 4 2 Total 428 22 STANDARD FORM 330 (REV. 8/2016) PAGE 1 *Because each RFP is different, there will be a different Org chart each time, therefore there will be no standard Org Chart Here ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Professional Engineering & Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174TH Street CCNA 2. PUBLIC NOTICE DATEOctober 28, 2020 3. SOLICITATION OR PROJECT NUMBER20-10-01 B. ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Yvette A. Aleman, PE – President 5. NAME OF FIRM FR Aleman & Associates, Inc. 6. TELEPHONE NUMBER (305) 591-8777 7. FAX NUMBER (305) 599-8749 8. EMAIL ADDRESS Marketing@fr-aleman.com C.PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) PRIME J-V PART- NER SUB- CON- TRAC- TOR 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. ✓ F.R. Aleman & Associates X CHECK IF BRANCH OFFICE 10305 NW 41st Street Suite 200 Miami, FL 33178 General Surveying, SUE, Utility Services b. c. d. e. f. g. D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Lis Tolstoy, PSM 13. ROLE IN THIS CONTRACT Project Manager 14. YEARS EXPERIENCE A. TOTAL 25 B. WITH CURRENT FIRM 3 15. FIRM NAME AND LOCATION (City and State) FR Aleman & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) BS, Land Surveying Engineer 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Professional Surveyor & Mapper (FL) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) FSMS 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided as-needed surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and SUE contract. Tasks included preliminary Engineering Surveys; Boundary Surveys; Right-of-Way Surveys, Legal Descriptions; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying Services; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. b. (1) TITLE AND LOCATION (City and State) Miami-Dade County, General Land & Engineering Surveying Services (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided as needed general surveying services for design and construction projects in Miami-Dade County. FRA provided Topographic Surveys, Boundary Surveys, Specific Purpose survey Maps, Temporary and Final Plats. Some of the task work orders included WASD Gravity Sewer along NW 27th Avenue between NW 107th Street & NW 123rd Street, Tree Island Park Final Plat for T-Plat 23432, Fire Station #24, Air Rescue South, SW 328th Street from SW 187th Avenue to US 1. Field crews used tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. c. (1) TITLE AND LOCATION (City and State) WASD, Design of a Small Diameter Water & Wastewater Pipelines (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE The overall project is part of WASD’s Capital Improvement Plan to provide engineering services for water distribution and sewage collection and transmission facilities with pipe diameters less than 36-inches in diameter. Some of the major work orders included Water Main on Turberry Island, and the Water Main and Sewer Line along NW 37th Avenue. On these tasks, FRA provided Topographic Surveys using mobile LiDAR, which creates a 3D point loud of data. Drainage Surveys were all performed on 85+ sanitary and storm sewer structures. Field crews used tablets with Survey 123 to collect drainage structure information, including photos of the structure and surrounding area. d. (1) TITLE AND LOCATION (City and State) Miami-Dade County, Jackson Health Rehabilitation Hospital (Miami, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE In support of a new 136,000 SF state-of-the-art Rehabilitation Hospital on Jackson Health’s main campus, FRA performed a Boundary and Topographic Survey, including underground utility investigation. The Topographic Survey included all above ground improvements. FRA scanned the exterior and interior of the hospital with a P20 static LiDAR scanner, resulting in a 3D model. FRA also provided SUE services, including locating and designating utilities. A total of 70 test holes were performed on this project. e. (1) TITLE AND LOCATION (City and State) FDOT D6, DW Location Survey Consultant (Miami-Dade & Broward Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides as-needed surveying and mapping support to FDOT District 6 on this 5-year DW contract. Survey assignments include re- establishment of Survey Baselines, establishing Primary and Secondary Horizontal and Vertical Control Points, Permanent Benchmarks, Digital Terrain Models (DTM), Topographic Surveys, Mobile and Static LiDAR, HD Scanning, Photogrammetry and Aerial Services, Drainage Surveys, Right-of-Way Surveys, Right-of-Way Maps, Sketches, Legal Descriptions, Geodetic Control for Design Projects, and Aerial Targets. FRA recently finished a drainage survey along SR 90/SW 8th Street, from SW 27th Avenue to Brickell Avenue. It includes structures to the 3FRA located drainage structures (i.e., catch basins, manholes, and outfalls) using FPRN and/or Base/Rover RTK methods. Information collected includes pipe inverts, size, type, and direction. Elevations were established on all structures. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Pete Diaz, PSM 13. ROLE IN THIS CONTRACT Deputy Project Manager 14. YEARS EXPERIENCE A. TOTAL 34 B. WITH CURRENT FIRM 2.5 15. FIRM NAME AND LOCATION (City and State) FR Aleman & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) High School Diploma 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Professional Surveyor & Mapper (FL) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) FSMS 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Miami-Dade County, General Land & Engineering Surveying Services (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided as needed general surveying services for design and construction projects in Miami-Dade County. FRA provided Topographic Surveys, Boundary Surveys, Specific Purpose survey Maps, Temporary and Final Plats. Some of the task work orders included WASD Gravity Sewer along NW 27th Avenue between NW 107th Street & NW 123rd Street, Tree Island Park Final Plat for T-Plat 23432, Fire Station #24, Air Rescue South, SW 328th Street from SW 187th Avenue to US 1. Field crews used tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. b. (1) TITLE AND LOCATION (City and State) WASD, Design of Large Diameter Water & Wastewater Pipelines (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE This project included the design of large diameter pipelines (36” or larger) for water transmission and distribution, as well as sanitary sewer force mains and sanitary sewer gravity interceptors. FRA evaluated an existing Topographic Survey and extended it an additional 3,000 linear feet. The Topographic Survey located all above ground features and showed all the drainage information, including XYZ and invert elevation, pipe size, and material. FRA also provided Drainage and R/W Surveys. Canal cross-section were performed at 25’ intervals. Additionally, FRA provided multi-beam sonar Bathymetric Surveys of the outfall pipelines for both the Central and North District Wastewater Treatment Plants. The final Bathymetric Survey deliverable included 2D and 3D depictions of the outfall pipes, as well as overlayed colorized maps identifying depths and contours. c. (1) TITLE AND LOCATION (City and State) Miami-Dade County, Consultant for PROS Full Services PSA – Coastal Parks North (Miami, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2027 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA performed a Topographic/DTM Survey and GPR/Designation services at the Haulover Park Marina. The Topographic Survey included all above ground features. GPR field surveys were performed, including designation, location, and survey of identified underground utilities. A total of 40 test holes were performed on this project. d. (1) TITLE AND LOCATION (City and State) FDOT D6, DW Location Survey Consultant (Miami-Dade & Broward Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides as-needed surveying and mapping support to FDOT District 6 on this 5-year DW contract. Survey assignments include re- establishment of Survey Baselines, establishing Primary and Secondary Horizontal and Vertical Control Points, Permanent Benchmarks, Digital Terrain Models (DTM), Topographic Surveys, Mobile and Static LiDAR, HD Scanning, Photogrammetry and Aerial Services, Drainage Surveys, Right-of-Way Surveys, Right-of-Way Maps, Sketches, Legal Descriptions, Geodetic Control for Design Projects, and Aerial Targets. FRA recently finished a drainage survey along SR 90/SW 8th Street, from SW 27th Avenue to Brickell Avenue. It includes structures to the north within side streets, to SW 7th Street. More than 480 structures where surveyed in 8 weeks and processed in a period of 3 months. FRA located drainage structures (i.e., catch basins, manholes, and outfalls) using FPRN and/or Base/Rover RTK methods. Information collected includes pipe inverts, size, type, and direction. Elevations were established on all structures. e. (1) TITLE AND LOCATION (City and State) FDOT D4, CSC for Surveying, Mapping & SUE (Broward, Palm Beach, Martin, St. Lucie & Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE On this 5-year, $5M DW contract, FRA provides surveying, mapping, and SUE services throughout Broward, Palm Beach, Martin, Indian River, and St. Lucie Counties. Services include static and mobile LiDAR, field Surveys, MOT, Historical Baseline and Existing R/W Determination, GPS Surveys, Topographic/DTM Surveys, General Land and Aerial Photography Survey, Monumentation Surveys, Bathymetric Surveys, Utility Designation and Excavation including GIS files, Tree Surveys, R/W Surveys, R/W Maps, Maintenance Maps, R/W Monumentation Maps, Boundary Surveys, Quality Assurance Reviews, Title Search Plotting Maps, Sketches, Parcel Staking, and Legal Descriptions. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Carlos Cuenca, CST III 13. ROLE IN THIS CONTRACT Sr. Survey Analyst 14. YEARS EXPERIENCE A. TOTAL 29 B. WITH CURRENT FIRM 27 15. FIRM NAME AND LOCATION (City and State) FR Aleman & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) BS, Civil Engineering 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Certified Survey Technician (CST), Level III; IMSA Work Zone Safety 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and SUE contract. Tasks included preliminary engineering surveys; Boundary Surveys; Legal Descriptions; R/W Survey; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying; Coastal Construction Control Line; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. FRA provided Elevation Certificates for 18 of the City of Miami’s properties, including the police sub station, fire station, community center, garden center and conservatory, and Colony Theater. FRA provided a Topographic Survey on A1A from 5th St to 14th St, extending 50’ at every intersection. The Topographic Survey showed existing R/W Lines, Section Lines, trees with a trunk diameter of 3 inches or more, and all above ground features. b. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Topographic Survey & SUE for 11th Street (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided Topographic Surveys along 11th Street in Miami Beach that showed all above ground features and elevations at 100 LF intervals. FRA also provided a Topographic Survey of the pump station, opening all manholes and obtaining the invert information, pipe size, and material. Designation of underground utilities was also performed. c. (1) TITLE AND LOCATION (City and State) FDOT D6, Districtwide General Engineering Consultant Services (Miami, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides in-house surveying and mapping services on this GEC contract. Projects assigned by District 6 included the establishment of baselines, reference points, benchmarks, cross sections, topographical features, DTM, GPS, and monumentation for R/W and control maps. On Atlantic Isles, FRA used the mobile LiDAR to scan the island for a 3D Topographic Survey, creating a 3D point cloud of data. The project included setting 20 control point targets, 10 validation points, 33 drainage structures, and 50 properties. d. (1) TITLE AND LOCATION (City and State) FDOT D4, CSC for Surveying, Mapping & SUE (Broward, Palm Beach, Martin, St. Lucie & Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE On this 5-year, $5M DW contract, FRA provides surveying, mapping, and SUE services throughout Broward, Palm Beach, Martin, Indian River, and St. Lucie Counties. Services include static and mobile LiDAR, field Surveys, MOT, Historical Baseline and Existing R/W Determination, GPS Surveys, Topographic/DTM Surveys, General Land and Aerial Photography Survey, Monumentation Surveys, Bathymetric Surveys, Utility Designation and Excavation including GIS files, Tree Surveys, R/W Surveys, R/W Maps, Maintenance Maps, R/W Monumentation Maps, Boundary Surveys, Quality Assurance Reviews, Title Search Plotting Maps, Sketches, Parcel Staking, and Legal Descriptions. e. (1) TITLE AND LOCATION (City and State) City of Doral, Canal Bank Stabilization Program Management: Year 7 (Doral, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA performed a Topographic and Bathymetric Surveys for Canal Bank Remediation and Stabilization at various locations. FRA provided 135 cross-sections across the canal at 50’ intervals, which were tied to known datum so they could be used in future design projects and be incorporated into the City’s GIS database. FRA obtained all above ground features and determined the location of canal limits using GPS. Using an echo sounder, FRA was able to determine the top layer sub-aqueous sediment and then probed to determine sediment volume. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Dennis Stanton 13. ROLE IN THIS CONTRACT SUE Director 14. YEARS EXPERIENCE A. TOTAL 30 B. WITH CURRENT FIRM 27 15. FIRM NAME AND LOCATION (City and State) FRA & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) BA, Liberal Arts 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Florida Intermediate Training - ATSSA, RedVector’s Understanding Subsurface Utility Engineering, WorkZone Traffic Control Intermediate Level , Confined Space Entry Training Program 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and SUE contract. Tasks included preliminary engineering surveys; Boundary Surveys; Legal Descriptions; R/W Survey; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying; Coastal Construction Control Line; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. FRA provided Elevation Certificates for 18 of the City of Miami’s properties, including the police sub station, fire station, community center, garden center and conservatory, and Colony Theater. FRA provided a Topographic Survey on A1A from 5th St to 14th St, extending 50’ at every intersection. The Topographic Survey showed existing R/W Lines, Section Lines, trees with a trunk diameter of 3 inches or more, and all above ground features. A Topographic Survey and Map of Survey of the Maintenance Yard Facility was prepared using a Leica P20 HD scanner, creating a 3D model of the facility. b. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Topographic Survey & SUE for 11th Street (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided Topographic Surveys along 11th Street in Miami Beach that showed all above ground features and elevations at 100 LF intervals. FRA also provided a Topographic Survey of the pump station, opening all manholes and obtaining the invert information, pipe size, and material. Designation of underground utilities was also performed. c. (1) TITLE AND LOCATION (City and State) Miami-Dade County, General Land & Engineering Surveying Services (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided as needed general surveying services for design and construction projects in Miami-Dade County. FRA provided Topographic Surveys, Boundary Surveys, Specific Purpose survey Maps, Temporary and Final Plats. Some of the task work orders included WASD Gravity Sewer along NW 27th Avenue between NW 107th Street & NW 123rd Street, Tree Island Park Final Plat for T-Plat 23432, Fire Station #24, Air Rescue South, SW 328th Street from SW 187th Avenue to US 1. Field crews used tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. d. (1) TITLE AND LOCATION (City and State) WASD, Design of Large Diameter Water & Wastewater Pipelines (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided SUE services and designated/marked utility lines, which were surveyed and incorporated into the Topographic Survey. FRA coordinated with each utility agency to identify the location of all existing underground utilities in case that this information was needed. FRA performed 49 vacuum excavation Test Holes to confirm the location of the underground utility lines in conflict with the proposed 36- inch water line. Test Hole Reports were prepared detailing the pipe (utility) information, including diameter, material, and the depth of the top and bottom pipe cover. e. (1) TITLE AND LOCATION (City and State) FDOT D4, CSC for Surveying, Mapping & SUE (Broward, Palm Beach, Martin, St. Lucie & Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides SUE services to locate identified utilities and designate sufficient locations via GPR to delineate the existing underground utilities. Field crews use tablets with automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. The final deliverable includes 3D Test Hole Reports with thorough utility information, such as a description, pipe size, utility owner, condition, and horizontal and vertical locations. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Tony Diaz 13. ROLE IN THIS CONTRACT SUE Technician 14. YEARS EXPERIENCE A. TOTAL 22 B. WITH CURRENT FIRM 22 15. FIRM NAME AND LOCATION (City and State) FRA & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) High School Diploma 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Florida Intermediate Training - ATSSA, Certified Master Scuba Diver, WorkZone Traffic Control Intermediate Level, Confined Space Entry Training Program 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and SUE contract. Tasks included preliminary engineering surveys; Boundary Surveys; Legal Descriptions; R/W Survey; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying; Coastal Construction Control Line; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. FRA provided Elevation Certificates for 18 of the City of Miami’s properties, including the police sub station, fire station, community center, garden center and conservatory, and Colony Theater. FRA provided a Topographic Survey on A1A from 5th St to 14th St, extending 50’ at every intersection. The Topographic Survey showed existing R/W Lines, Section Lines, trees with a trunk diameter of 3 inches or more, and all above ground features. A Topographic Survey and Map of Survey of the Maintenance Yard Facility was prepared using a Leica P20 HD scanner, creating a 3D model of the facility. b. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Topographic Survey & SUE for 11th Street (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided Topographic Surveys along 11th Street in Miami Beach that showed all above ground features and elevations at 100 LF intervals. FRA also provided a Topographic Survey of the pump station, opening all manholes and obtaining the invert information, pipe size, and material. Designation of underground utilities was also performed. c. (1) TITLE AND LOCATION (City and State) Miami-Dade County, General Land & Engineering Surveying Services (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided as needed general surveying services for design and construction projects in Miami-Dade County. FRA provided Topographic Surveys, Boundary Surveys, Specific Purpose survey Maps, Temporary and Final Plats. Some of the task work orders included WASD Gravity Sewer along NW 27th Avenue between NW 107th Street & NW 123rd Street, Tree Island Park Final Plat for T-Plat 23432, Fire Station #24, Air Rescue South, SW 328th Street from SW 187th Avenue to US 1. Field crews used tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. d. (1) TITLE AND LOCATION (City and State) WASD, Design of Large Diameter Water & Wastewater Pipelines (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided SUE services and designated/marked utility lines, which were surveyed and incorporated into the Topographic Survey. FRA coordinated with each utility agency to identify the location of all existing underground utilities in case that this information was needed. FRA performed 49 vacuum excavation Test Holes to confirm the location of the underground utility lines in conflict with the proposed 36- inch water line. Test Hole Reports were prepared detailing the pipe (utility) information, including diameter, material, and the depth of the top and bottom pipe cover. e. (1) TITLE AND LOCATION (City and State) FDOT D4, CSC for Surveying, Mapping & SUE (Broward, Palm Beach, Martin, St. Lucie & Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides SUE services to locate identified utilities and designate sufficient locations via GPR to delineate the existing underground utilities. Field crews use tablets with automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. The final deliverable includes 3D Test Hole Reports with thorough utility information, such as a description, pipe size, utility owner, condition, and horizontal and vertical locations. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Ivan Marti 13. ROLE IN THIS CONTRACT SUE Technician 14. YEARS EXPERIENCE A. TOTAL 19 B. WITH CURRENT FIRM 19 15. FIRM NAME AND LOCATION (City and State) FRA & Associates (Miami, FL) 16. EDUCATION (Degree and Specialization) High School Diploma 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, Etc.) Florida Intermediate Training - ATSSA, WorkZone Traffic Control Intermediate Level 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and SUE contract. Tasks included preliminary engineering surveys; Boundary Surveys; Legal Descriptions; R/W Survey; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying; Coastal Construction Control Line; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. FRA provided Elevation Certificates for 18 of the City of Miami’s properties, including the police sub station, fire station, community center, garden center and conservatory, and Colony Theater. FRA provided a Topographic Survey on A1A from 5th St to 14th St, extending 50’ at every intersection. The Topographic Survey showed existing R/W Lines, Section Lines, trees with a trunk diameter of 3 inches or more, and all above ground features. b. (1) TITLE AND LOCATION (City and State) City of Miami Beach, Topographic Survey & SUE for 11th Street (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided Topographic Surveys along 11th Street in Miami Beach that showed all above ground features and elevations at 100 LF intervals. FRA also provided a Topographic Survey of the pump station, opening all manholes and obtaining the invert information, pipe size, and material. Designation of underground utilities was also performed. c. (1) TITLE AND LOCATION (City and State) WASD, Design of Large Diameter Water & Wastewater Pipelines (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2022 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provided SUE services and designated/marked utility lines, which were surveyed and incorporated into the Topographic Survey. FRA coordinated with each utility agency to identify the location of all existing underground utilities in case that this information was needed. FRA performed 49 vacuum excavation Test Holes to confirm the location of the underground utility lines in conflict with the proposed 36- inch water line. Test Hole Reports were prepared detailing the pipe (utility) information, including diameter, material, and the depth of the top and bottom pipe cover. d. (1) TITLE AND LOCATION (City and State) FDOT D6, Districtwide General Engineering Consultant Services (Miami, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides in-house surveying and mapping services on this GEC contract. Projects assigned by District 6 included the establishment of baselines, reference points, benchmarks, cross sections, topographical features, DTM, GPS, and monumentation for R/W and control maps. On Atlantic Isles, FRA used the mobile LiDAR to scan the island for a 3D Topographic Survey, creating a 3D point cloud of data. The project included setting 20 control point targets, 10 validation points, 33 drainage structures, and 50 properties. e. (1) TITLE AND LOCATION (City and State) FDOT D4, CSC for Surveying, Mapping & SUE (Broward, Palm Beach, Martin, St. Lucie & Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE FRA provides SUE services to locate identified utilities and designate sufficient locations via GPR to delineate the existing underground utilities. Field crews use tablets with automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. The final deliverable includes 3D Test Hole Reports with thorough utility information, such as a description, pipe size, utility owner, condition, and horizontal and vertical locations. AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) Citywide Surveying, Topographical & Mapping Services (Miami Beach, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (IF APPLICABLE) N/A 23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER AND ADDRESS City of Miami Beach 1755 Meridian Avenue Miami Beach, FL 33139 D. POINT OF CONTACT NAME Elizabeth Wheaton C. POINT OF CONTACT TELEPHONE AND EMAIL 305.6673.7000 ElizabethWheaton@miamibeachfl.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Includes scope, size, and cost) FR Aleman provided as-needed surveying and mapping services to the City of Miami Beach in this multi-task, multi-year survey and subsurface utility engineering (SUE) contract. Tasks included preliminary engineering surveys (establishing benchmarks, horizontal control using existing right-of-way, locating all improvements and culture, measuring distances and angles, measuring elevations of existing improvements, and miscellaneous office calculations); Boundary Surveys (locating all public land corners, street monumentation, property corners, and gathering of parcel evidence as required to determine the existing land lines and/or right-of-way lines); Legal Descriptions; Engineering; Right-of-Way Survey; Specific Purpose Survey; Topographical Surveys; General Land and Aerial Photography Surveying Services; Coastal Construction Control Line; Mean High Water Line; Submerged/Filled Lands; GPS and GPR Surveys; and Horizontal and Vertical Control Points. On a task work order, FR Aleman provided Elevation Certificates for 18 of the City of Miami’s properties, including the police sub station, fire station, community center, and a garden center and conservatory, among others. A1A Topographic Survey & SUE Designation: FR Aleman provided a full Topographic Survey along A1A from 5th Street to 14th Street, extending 50 feet at every intersection. The Topographic Survey showed existing Right-of-Way Lines, Section Lines, trees with a trunk diameter of 3 inches or more, and all above ground features, such as manholes, valves, and fire hydrants. Additionally, the rim, top, and invert elevations of all existing sanitary sewer manholes, pump wet and dry wells, drainage culverts, and catch basins were shown. Cross-sections were shown at 50-foot intervals and included elevation at the centerline, edge of pavement, top and bottom of shoulder, centerline of swale, gutter, top of curb, back of sidewalk, Right-of-Way Line, and low points, median, and lane lines. Additionally, the Topographic Survey showed the Finish Floor Elevations of adjacent buildings. A total of 10 underground utilities were designated and marked along the corridor. City of Miami Beach Maintenance Yard Facility Topographic Survey and Map of Boundary Survey: The Topographic Survey was prepared using a Leica P20 HD scanner, creating a 3D model of the facility. It captured all above ground improvements, including valves, manholes, pull boxes, and drainage and sanitary structures. Invert information, pipe size, and material was also collected and shown. Some of the additional tasks included: –Nautilus School (Polo Park) Topographic Survey –Miami Beach Trash Recycling Center (Green Waste Facility) Map of Boundary Survey –Bayshore Golf Course Map of Boundary Survey 25. FIRMS FROM SECTION INVOLVED WITH THIS PROJECT (1) FIRM NAME FR Aleman & Associates (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Prime AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State) E15-DTPW-07: Misc. PSA to Provide General Land & Engineering Surveying (Miami-Dade County, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A 23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER AND ADDRESS Miami-Dade Dept.of Transportation & Public Works 111 NW 1st Street, Suite 1300 Miami, FL 33128 D. POINT OF CONTACT NAME Juan Carlos Cordero, PSM C. POINT OF CONTACT TELEPHONE AND EMAIL 786.268.5326 Juan.Cordero@miamidade.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Includes scope, size, and cost) Under a Professional Services Agreement, FR Aleman provided as needed general surveying services for design and construction projects in Miami-Dade County. WASD Gravity Sewer along NW 27th Avenue between NW 107th Street & NW 123rd Street: FR Aleman provided subsurface utility engineering (SUE) and surveying services to locate identified utilities and designate sufficient locations to delineate the existing underground utilities. The designation and location was performed via ground penetrating radar (GPR). To identify the utilities, color-coded above ground markers (i.e., pk nails, steel rods, paint, etc.) were installed directly above the centerline of the utility structure and the elevation was recorded. Field crews used tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. This information is instantly sent to the office to QA/QC the work and begin any CAD work. By collecting the GPS locations of each utility, this information can also be easily uploaded into any GIS database. The final deliverable to the client included 3D Test Hole Reports with thorough utility information, such as a description, pipe size, utility owner, condition, horizontal and vertical location, a sketch of the surrounding area, and GPS coordinates. These Test Hole Reports also documented who performed the work in the field and a QA/QC sign off from the field, office, and project manager, ensuring our client receives the most accurate information. This work order included 82 test holes. SW 328th Street from SW 187th Avenue to US 1: FR Aleman provided SUE and surveying services to locate identified utilities and designate sufficient locations to delineate the existing underground utilities. To accomplish this, FR Aleman performed utility locating via vacuum excavation for 29 test holes. To identify the utilities, color-coded above ground markers (i.e., pk nails, steel rods, etc.) were installed directly above the centerline of the utility structure and the elevation was recorded. As deliverables, FR Aleman provided Test Hole Reports and CAD files. The Test Hole Reports included pertinent utility information, such as description, pipe size, utility owner, condition, horizontal and vertical location, and a sketch of the surrounding area. Fire Station #24, Air Rescue South: FR Aleman provided an update to the Specific Purpose Survey Map for the Fire Station #24, Air Rescue South site. The Survey Map included all above ground existing improvements within the project site. Field visits were performed to update features that were missing in the original map, such as curbs, trees, tanks, etc. The updated Specific Purpose Survey also showed existing drainage structures within the project site. Tree Island Park & Preserve: FR Aleman prepared Boundary and Topographic Surveys on the approved Tentative plat for the Tree Island Park and Preserve. The Topographic Survey updated all above ground features within the existing Right-of-Way, as well as obtaining a 50-foot elevation grid. At this site, FR Aleman also provided a Final Plat. 25. FIRMS FROM SECTION INVOLVED WITH THIS PROJECT (1) FIRM NAME FR Aleman & Associates (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Prime AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State) Districtwide General Consultant Engineering Services (Miami-Dade and Monroe Counties) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (IF APPLICABLE) N/A 23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER AND ADDRESS Florida Department of Transportation, District 6 1000 NW 111th Avenue Miami, FL 33172 D. POINT OF CONTACT NAME Victor Marrero, PSM C. POINT OF CONTACT TELEPHONE AND EMAIL 305.470.5194 victor.marrero@dot.state.fl 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Includes scope, size, and cost) FRA provides in-house surveying and mapping services on this General Engineering contract. Projects assigned by District 6 included the establishment of baselines, reference points, benchmarks, cross sections, topographical features, DTM, GPS, and monumentation for FDOT Right-of-Way and control maps. Atlantic Isles Design Survey: Based on the mission plan, 20 control point targets and 10 validation points were set in the field to improve the accuracy and apply a geometric correction of the collected point cloud data. Once the targets and points were set, Atlantic Avenue and Atlantic Isle, from the main entrance bridge was scanned with mobile LiDAR, collecting one million points of data per second. After the data was acquired, FR Aleman’s Certified Survey Technicians post process it to XYZ coordinates. The data was adjusted to control points and a final 3D point cloud was created. From this point cloud, a 3D Topographic Survey was created, identifying all above ground features and topography from front of building to front of building for 50 properties. Using artificial intelligence, FR Aleman automatically extracts features, such as trees and street signs from the LiDAR point cloud to be identified in the Topographic Survey. A Drainage Survey was also done, locating 33 storm sewer structures and measuring the XYZ, size, type, and condition. For Subdivision Locations, FR Aleman searched for the front boundary corners of approximately 50 properties to validate the Right-of-Way lines. Right-of-Way Monumentation Map - SR 7/NW 7th Avenue from SR 934/NW 79th Street to NW 117th Street: FR Aleman set Control Points every 1,000 feet. For the Baseline, FR Aleman set PIs, PTs, and PCs at the beginning and end of the project site. A total of nearly 200 Block Corners and Right-of-Way PIs were set along the entire corridor. The field location of Section Corners, 1/4 Corners, Center Corners, Center of Sections, and Fractional Corners were identified and analyzed. FR Aleman performed investigations to obtain block information to close the adjacent blocks (subdivision blocks). Existing monuments were obtained and a total of 65 Subdivision Blocks were surveyed. Right-of-Way Monumentation Map - SR 90/SW 7th Street from SW 27th Avenue to Brickell Avenue: FR Aleman set Control Points every 1,000 feet. For the Baseline, FR Aleman set PIs, PTs, and PCs at the beginning and end of the project site. A total of 100 Block Corners and Right-of-Way PIs were set along the entire corridor. The field location of Section Corners, 1/4 Corners, Center Corners, Center of Sections, and Fractional Corners were identified and analyzed. FR Aleman performed investigations to obtain block information to close the adjacent blocks (subdivision blocks). Existing monuments were obtained and a total of 56 Subdivision Blocks were surveyed. 25. FIRMS FROM SECTION INVOLVED WITH THIS PROJECT (1) FIRM NAME FR Aleman & Associates (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Subconsultant - Survey AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State) Continuing Services Contract for Surveying, Mapping and SUE (Broward, Palm Beach, Martin, St. Lucie, and Indian River Counties, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2023 CONSTRUCTION (IF APPLICABLE) N/A 23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER AND ADDRESS Florida Department of Transportation, District 4 3400 W Commercial Boulevard Fort Lauderdale, FL 33309 D. POINT OF CONTACT NAME Paul Doll, PSM (retired) C. POINT OF CONTACT TELEPHONE AND EMAIL 954.777.4603 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Includes scope, size, and cost) On this 5-year, $5 million districtwide contract, FR Aleman provides miscellaneous surveying, mapping, and SUE services throughout Broward, Palm Beach, Martin, Indian River, and St. Lucie Counties. Services include static and mobile LiDAR, field Surveys, Maintenance of Traffic, Historical Baseline and Existing Right-of-Way Determination, GPS Surveys, Topographic/DTM Surveys, General Land and Aerial Photography Survey, Monumentation Surveys, Bathymetric Surveys, Utility Designation and Excavation including GIS files, Tree Surveys, Right-of-Way Surveys, Right-of-Way Maps, Maintenance Maps, Right-of-Way Monumentation Maps, Boundary Surveys, Quality Assurance Reviews, Title Search Plotting Maps, Sketches, Parcel Staking, and Legal Descriptions. FR Aleman also provides subsurface utility engineering (SUE) and surveying services to locate identified utilities and designate sufficient locations to delineate the existing underground utilities. The designation and location is performed via ground penetrating radar (GPR). To identify the utilities, color-coded above ground markers (i.e., pk nails, steel rods, paint, etc.) are installed directly above the centerline of the utility structure and the elevation is recorded. Field crews use tablets with Survey 123 and automated dropdown menus to collect all required information, take photos of the utility and surrounding area, sketch the location, and record the GPS locations. This information is instantly sent to the office to QA/QC the work and begin any CAD work. By collecting the GPS locations of each utility, this information can easily be uploaded into any GIS database. The final deliverable includes 3D Test Hole Reports with thorough utility information, such as a description, pipe size, utility owner, condition, horizontal and vertical location, a sketch of the surrounding area, and GPS coordinates. These Test Hole Reports also document who performed the work in the field and a QA/QC sign off from the field, office, and project manager, ensuring our client receives the most accurate information. Holmberg Road from Heron Bay Boulevard to Pine Island Road: Based on the mission plan, 21 targets and 10 validation points were set in the field to improve the accuracy and apply geometric corrections to the collected point cloud data. Once the targets and validation points were set, the 1-mile stretch along Holmberg Rd was scanned with mobile LiDAR, collecting one million points of data per second. After the data was acquired, FR Aleman’s Certified Survey Technicians post processed and adjusted the point cloud to the control points and a final 3D point cloud was created. From the point cloud, all above ground features were extracted to create a Topographic Survey. Using the systems artificial intelligence, FRA extracted features from the point cloud, such as trees, street signs, light poles and utility poles to be identified in the Topographic Survey. A Drainage Survey was also done, locating approximately 6 storm sewer structures and measuring XYZ, size, type, and condition of the pipes. For subdivision locations, FRA searched for boundary corners of approximately 14 blocks along the corridor to corroborate the right-of-way lines. Mobile LiDAR has also been performed on two other task work orders under this contract. 25. FIRMS FROM SECTION INVOLVED WITH THIS PROJECT (1) FIRM NAME FR Aleman & Associates (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Prime AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State) A15-PROS-01: Consultant for PROS Full Services PSA – Coastal Parks North (Miami, FL) (2) YEAR COMPLETED PROFESSIONAL SERVICES 2027 CONSTRUCTION (IF APPLICABLE) N/A 23. PROJECT OWNER’S INFORMATION A. PROJECT OWNER AND ADDRESS Miami-Dade County Parks, Rec. & Open Spaces Dept. 275 NW 2nd Street, 4th Floor Miami, FL 33128 D. POINT OF CONTACT NAME AECOM Nicholas Kuhn C. POINT OF CONTACT TELEPHONE AND EMAIL 919.256.6308 Nick.Kuhn@aecom.com 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Includes scope, size, and cost) The scope of this project included professional architectural and engineering services for new construction, renovations, and restoration projects at multiple parks located along South Florida’s Eastern Coastline between the North County Line and SW Kendall Drive. On a task work order, FR Aleman performed a Topographic/DTM Survey and GPR/Designation services at the Haulover Park Marina. The Topographic Survey included all above ground features (edge of pavement, curbs, docks, seawalls, boat ramps, water level at time of survey, sidewalks, valves, fire hydrants, parking lines, striping), drainage structures, drainage and sewer pipes with inverts/size/material, sanitary manholes, visible utilities, signs, bollards, buildings; existing trees, their identities in English and botanical terms, height, trunk size, and approximate foliage areas; Vegetation Line where a heavy vegetation existed; existing major shrubs, undergrowth, and ground cover areas; detailed information required to establish curb and building lines, street, alley, sidewalk, and curb grades and lines; identification of all significant or unusual changes in grade delineation with elevations (swale/ditch centerlines, top of bank/toe of slope, berm, etc.); Spot Elevations shown in a 50-foot grid system; location of the underground utility lines; a DTM in Civil 3D; location and depiction of the existing right-of-way line of A1A/ Collins Avenue; and established and set Horizontal Control points and Temporary Benchmarks. FR Aleman also provided subsurface utility (SUE) services. Ground Penetrating Radar (GPR) field surveys were performed, including records research, identification of horizontal locations of existing utilities using electromagnetic techniques, marking ground targets, perform on-site designating field sketches, and survey of the utility targets. FR Aleman also performed designation, location, and survey of identified underground utilities at identified locations. Deliverables of this information included Test Hole Reports and CADD files. A total of 40 test holes were performed on this project. 25. FIRMS FROM SECTION INVOLVED WITH THIS PROJECT (1) FIRM NAME FR Aleman & Associates (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Subconsultant - Survey AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) STANDARD FORM 330 (REV. 8/2016) PAGE 5 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Examples Projects Key” section below before completing table. Place “X” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Lis Tolstoy, PSM Survey Director X X X X X Pete Diaz, PSM Sr Survey Manager X X X X Carlos Cuenca, CST III Sr Survey Analyst X X X X X Dennis Stanton Director, SUE X X X X Tony Diaz Sr SUE Technician X X X Ivan Marti Sr SUE Technician X X X X 29. Example Projects Keys NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 City of Miami Beach, Citywide Surveying, Topographical & Mapping Services 6 2 Miami-Dade County, Misc. PSA to Provide General Land & Engineering Surveying 7 3 FDOT District 6, Districtwide General Consultant Engineering Services 8 4 FDOT District 4, Continuing Services Contract for Surveying, Mapping & SUE 9 5 Miami-Dade County, Consultant for PROS Full Services PSA – Coastal Parks North 10 STANDARD FORM 330 (REV. 8/2016) PAGE 6 H. ADDITIONAL INFORMATION FR Aleman is a technology-driven geospatial and engineering firm that has provided innovative, professional surveying and mapping, 3D subsurface utility engineering (SUE), underwater utility engineering and inspection, and geographic information system (GIS) services for 30+ years. Our specialty is managing task work order driven projects for citywide, countywide, and statewide contracts. Our evaluations and contract-to-contract renewals are a testament to our quality performance, as expected for a contract of this magnitude. Our dynamic team is composed of professionals and technicians with a long-standing commitment to excellence and unsurpassed performance with over a century of combined surveying and mapping, as well as high-level engineering design experience. As engineers, we clearly understand what designers need and expect from professional surveyors. FR Aleman’s unique understanding of both survey and engineering sets us apart from other firms that only offer the one service. Our team has the performance efficiency, availability, technologically advanced equipment, proprietary artificial intelligence (AI) applications for automation and augmented reality, and skills to complete this contract successfully. No one technology can derive a solution for every project need. FR Aleman has outfitted our staff with state-of-the-art equipment and technology, including terrestrial/mobile, static, aerial, and backpack LiDAR; 3D ground penetrating radar (GPR), unmanned aerial vehicles (UAVs)/drones, and smart devices and tablets. FR Aleman uses cloud-based GIS applications and AI for a safe, programmatic, and integrated data collection and processing approach. As an added value, FR Aleman offers in-house GIS specialists and application developers ready to customize deliverables for the City. FR Aleman’s survey experience includes both prime and subconsultant roles on numerous roadways, drainage, design, and construction contracts for cities and counties across the State of Florida, the Florida Department of Transportation, and other miscellaneous government agencies. FR Aleman has been providing SUE services and is an expert in the areas of surface/subsurface utility locating, designating, and surveying. For the past 22 years, FR Aleman has located over 300,000 test holes and designated over 2,000,000 linear feet of underground utilities. We have completed 2,500+ SUE and utility related work orders. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 11/10/2020 33.NAME AND TITLE Yvette A. Aleman, PE ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. DUNS NUMBER F.R. Aleman & Associates, Inc. 1987 187560981 2b. STREET 5. OWNERSHIP 10305 NW 41 Street, Suite 200 a. TYPE 2c. CITY 2d. STATE 2e. ZIP CODE Corporation Doral FL 33178 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Minority (Hispanic) Yvette A. Aleman, PE – President 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS N/A (305) 591-8777 Marketing@fr-aleman.com 8a. FORMER FIRM NAME(S) (If any)8b. YR. ESTABLISHED 8c. DUNS NUMBER N/A 1987 187560891 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 6 C15 Construction Management 1 08 CADD Technician 6 2 C16 Construction Surveying 2 12 Civil Engineer 1 G04 GIS: Dvlp, Analysis & Data Collection 2 13 Communications Engineer 1 L02 Land Surveying 4 15 Construction Inspector 1 G06 Lighting 3 21 Electrical Engineer 1 1 P05 Planning, (Comm, State, Areawide) 4 29 GIS Specialist 1 S01 Safety Engineering/Accident Studies 1 38 Land Surveyor 4 1 S10 Surveying and Mapping 5 47 Planner: Urban/Regional 2 T03 Traffic & Transportation Engineering 4 60 Traffic/Transportation Engineer 4 000 Sr. Project Engineer 1 000 Construction Engineering Inspection 1 000 Utility Coordinator 3 000 Subsurface Utility Engineering 5 000 Sr./Jr. Survey Party Chief 8 000 Intelligent Transportation Systems 5 000 Resident Compliance Officer 0 000 Utility Coordination 4 000 Project Administrator 0 000 Technician 17 1 Other Employees 9 Total 64 6 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1.Less Than $100,000 6.$2 million to less than $5 million 2.$100,000 to less than $250,000 7.$5 million to less than $10 million a. Federal Work 1 3.$250,000 to less than $500,000 8.$10 million to less than $25 million b.Non-Federal Work 7 4.$500,000 to less than $1 million 9.$25 million to less than $50 million c. Total Work 7 5.$1 million to less than $2 million 10.$50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE 11.10.2020 c. NAME AND TITLE Yvette A. Aleman, P.E.- President STANDARD FORM 330 (REV. 8/2016) PAGE 7 20-10-01 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME 3. YEAR ESTABLISHED 4. DUNS NUMBER F.R. Aleman & Associates, Inc. 1987 187560981 2b. STREET 5. OWNERSHIP 10305 NW 41 Street, Suite 200 a. TYPE 2c. CITY 2d. STATE 2e. ZIP CODE Corporation Doral FL 33178 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Minority (Hispanic) Yvette A. Aleman, PE – President 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS N/A (305) 591-8777 Marketing@fr-aleman.com 8a. FORMER FIRM NAME(S) (If any)8b. YR. ESTABLISHED 8c. DUNS NUMBER N/A 1987 187560891 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 6 C15 Construction Management 1 08 CADD Technician 6 2 C16 Construction Surveying 2 12 Civil Engineer 1 G04 GIS: Dvlp, Analysis & Data Collection 2 13 Communications Engineer 1 L02 Land Surveying 4 15 Construction Inspector 1 G06 Lighting 3 21 Electrical Engineer 1 1 P05 Planning, (Comm, State, Areawide) 4 29 GIS Specialist 1 S01 Safety Engineering/Accident Studies 1 38 Land Surveyor 4 1 S10 Surveying and Mapping 5 47 Planner: Urban/Regional 2 T03 Traffic & Transportation Engineering 4 60 Traffic/Transportation Engineer 4 000 Sr. Project Engineer 1 000 Construction Engineering Inspection 1 000 Utility Coordinator 3 000 Subsurface Utility Engineering 5 000 Sr./Jr. Survey Party Chief 8 000 Intelligent Transportation Systems 5 000 Resident Compliance Officer 0 000 Utility Coordination 4 000 Project Administrator 0 000 Technician 17 1 Other Employees 9 Total 64 6 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1.Less Than $100,000 6.$2 million to less than $5 million 2.$100,000 to less than $250,000 7.$5 million to less than $10 million a. Federal Work 1 3.$250,000 to less than $500,000 8.$10 million to less than $25 million b.Non-Federal Work 7 4.$500,000 to less than $1 million 9.$25 million to less than $50 million c. Total Work 7 5.$1 million to less than $2 million 10.$50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE 11/10/2020 c. NAME AND TITLE Yvette A. Aleman, P.E.- President STANDARD FORM 330 (REV. 8/2016) PAGE 7 20-10-01 ARCHITECT – ENGINEER QUALIFICATIONS PART I – CONTRACT SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1.TITLE AND LOCATION (City and State) City of Sunny Isles Beach Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across SR A1A at 174th Street (CCNA), Sunny Isles Beach, FL 2.PUBLIC NOTICE DATE 3.SOLICITATION OR PROJECT NUMBER 20-10-01 B. ARCHITECT – ENGINEER POINT OF CONTACT 4.NAME AND TITLE Michael Kroll, RLA, FASLA, President 5.NAME OF FIRM Miller Legg 6.TELEPHONE NUMBER (305)599-6381 7.FAX NUMBER (305)599-2797 8.E-MAIL ADDRESS mkroll@millerlegg.com C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9.FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT PRIMEJ-VPARTNER SUBCON- TRACTOR a.X Miller Legg 5747 N Andrews Way Ft. Lauderdale, FL 33309-2364 Landscape Architecture, Hardscape, Irrigation, Environmental and Permitting [ ] CHECK IF BRANCH OFFICE b. X Miller Legg 1845 NW 112th Avenue, Suite 211 Doral, FL 33172 Landscape Architecture, Hardscape, Irrigation, Environmental and Permitting [X]CHECK IF BRANCH OFFICE c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM [X](Attached) STANDARD FORM 330 (1/2004) PAGE 1 October 20, 2020 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME Brian Shore, RLA 13.ROLE IN THIS CONTRACT Senior Landscape Architect - Landscape / Hardscape / Irrigation 14. YEARS EXPERIENCE a.TOTAL 20 b.WITH CURRENT FIRM 20 15.FIRM NAME AND LOCATION (City and State) Miller Legg, Ft. Lauderdale, FL 16.EDUCATION (DEGREE AND SPECIALIZATION)Bachelor of Science, Landscape Architecture 17.CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)FL, Registered Landscape Architect FL, FDOT Intermediate Maintenance of Traffic 18.OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) As a Senior Landscape Architect, Mr. Shore has significant experience in landscape architectural design and landscape construction s ervices for a variety of public and private projects. Specialties include landscape, hardscape, and irrigation design services for streetscape and roadway projects including the Florida Department of Transportation (FDOT), all aspects of active and passive park design, health-care campuses, andenvironmental wetland habitat creation. Other experience includes various residential and c ommercial projects. 19. RELEVANT PROJECTS a. (1)TITLE AND LOCATION (City and State) City of Sunny Isles Beach Pelican Community Park Sunny Isles Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2008 CONSTRUCTION (If Applicable) 2008 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Designer: A three-acre active park site, for which Miller Legg managed landscape architecture, irrigation, engineering, surveying and architecture designs for a baseball field, recreation building, playground structure, gymnasium, related site amenities and secured a Florida Recreational Development A ssistance Program (FRDAP) grant for $200,000. The Miller Legg Team received recognition from the City for their involvement in the design completion. Award: Award of Merit, American Society of Landscape Architects, Florida Chapter, 2009 b. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 Brickell Avenue Roadway and Pedestrian Enhancements Miami, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: As part of a safety improvement project, Miller Legg assisted A&P Transportation Engineering to produce landscape and hardsca pe improvement plans for a 3-block area within the urban roadways of Downtown Miami including pedestrian enhancements such as wider sidewalks and crosswalk improvements. This project was completed under a multi-year Districtwide Misc. PE Design contract. c. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 4 Fort Lauderdale Sistrunk Neighborhood Phase III Pedestrian Enhancements Fort Lauderdale, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: For this pedestrian and streetscape enhancement project in the City of Fort Lauderdale’s Sistrunk neighborhood, we coordinated landscape architecture design and post- design services with the FDOT, City, residents, and the landscape contractor including tree removal and landscape installatio n. The project improvements included the addition of sidewalks, decorative lighting, milling and resurfacing, drainage and landscape. These enhancements aimed to restore Sistrunk ’s streets to pedestrian-friendly, vibrant corridors, and help revitalize the neighborhood and its economy. This off-system project was completed under a Districtwide Minor Projects contract as a subconsultant to Stanley Consultants, Inc. d. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 4 SR 838/Sunrise Blvd. Bridge over Middle River Fort Lauderdale, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: Miller Legg’s Team provided in-house design services for the replacement of the Sunrise Blvd. Bridge over the Middle River. This project was a pilot project for the FDOT's BOLD Initiative instituted by the Governor. Extensive coordination with the City of Fort Lauder dale involved design efforts that included special architectural wall/vertical features, Florida Friendly landscape design, as well as hardscape and irrigation to ensure a Context Sensitive Solution was provided as an entry point to the eastern Fort Lauderdale beach communities along the Middle River. Post Design services were also provided. This project was part of a multi-year in-house continuing service contract for FDOT District 4. e. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 D/B I-395 from W of I-95 to MacArthur Causeway Bridge (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: For this high-profile complex design-build project, Miller Legg is on the team as a subconsultant for the 'Heritage Trail' under I-395 to provide landscape architecture and irrigation design services to the team of Archer Western/deMoya/Pevida Design Group. The initial phase of work includes disposition of over 2000 trees and palms, including, relocation, permitting and coordination with the City of Miami, Miami Dade Expressway Authority (MDX) and the FDOT. Project area includes the roadways, connectors and infield areas of SR 836 from 27th Avenue to 7th Avenue, I-395 from 7th Avenue to Biscayne Bay and I-95 from NW 8th Street to NW 29th Street. STANDARD FORM 330 (1/2004) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME Miguel Juncal, RLA, CA 13.ROLE IN THIS CONTRACT Landscape Architect - Landscape / Hardscape / Irrigation 14. YEARS EXPERIENCE a.TOTAL 16 b.WITH CURRENT FIRM 11 15.FIRM NAME AND LOCATION (City and State) Miller Legg, Miami, FL 16.EDUCATION (DEGREE AND SPECIALIZATION)Bachelor of Landscape Architecture, Minor in Environmental Sciences 17.CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)FL, Registered Landscape Architect FL, FDOT Intermediate Maintenance of Traffic 18.OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Juncal is a Landscape Architect focused on a variety of public and private landscape architecture projects including road way landscaping and irrigation, active and passive park landscape design, as well asresidential and commercial projects. 19. RELEVANT PROJECTS a. (1)TITLE AND LOCATION (City and State) City of Sunny Isles Beach Pelican Community Park Sunny Isles Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2008 / 2013 CONSTRUCTION (If Applicable) 2008 / 2013 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Designer: A three-acre active park site, for which Miller Legg managed landscape architecture, irrigation, engineering, surveying and architecture designs for a baseball field, recreation building, playground structure, gymnasium, related site amenities and secured a Florida Recreational Development Assistance Program (FRDAP) grant for $200,000. The Miller Legg Team received recognition from the City for their involvement in the design completion. In 2013, the firm provided plans preparation and permitting associated with the reconstruction of the natural turf fields at this Park and Senator Gwen Margolis Park with artificial turf. b. (1)TITLE AND LOCATION (City and State) City of Miami Capital Improvement Program (CIP) Landscape Architecture Continuing Services (2016-2020) Miami, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Architect: Miller Legg holds a Miscellaneous Landscape Architecture Continuing Services contract for Miscellaneous Projects the City of Miami Department of Capital Improvements and Transportation Program. The scope of work under this contract spans all comprehensive landscape architectural professional services including: master planning of site developments and roadway beautification projects, which can encompass site and environmental analysis, landscape programming, visual impac t landscape assessments, schematic and figure development for charrettes and public community meetings. Additional scope items may include design management and production of contract specifications and plans, permit approval and post- design services. c. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 US 1/Biscayne Blvd. 199th Avenue Intersection Improvements Miami, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Architect: Miller Legg provided landscape architecture design services for this project as a subconsultant to RJ Behar. Services include d data collection, site inventory and analysis, planting and irrigation design, tree inventory, cost estimating, technical specifications, quality assurance/quality control and other support and coordination activities. d. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 Biscayne Boulevard (NE 5th Street to NE 13th Street) Miami, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2002 CONSTRUCTION (If Applicable) 2007 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Designer: In order to continue the enhancements of the US 1 Corridor for the City of Miami, Miller Legg developed a streetscape design to unify the area surrounding the American Airlines Arena, Museum Park and the Performing Arts Center. Enhancement of the pedestrian corridor and integration w ith the existing Roberto Burle Marx paving design, directly to the south, was integral in the design of the project. Miller Legg coordinated with the City of Miami during the design process, participated in numerous public involvement and design meetings, and incorporated access management concepts, including limited vehicular access and multi-modal transportation. Improvements included specialty paving, lighting, irrigation and planting elements. This project was part of a multi-year continuing service contract with FDOT District 6. e. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 D/B I-395 from W of I-95 to MacArthur Causeway Bridge (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Landscape Architect: For this high-profile complex design-build project, Miller Legg is on the team as a subconsultant for the 'Heritage Trail' under I-395 to provide landscape architecture and irrigation design services to the team of Archer Western/deMoya/Pevida Design Group. The initial phase of work includes disposition of over 2000 trees and palms, including, relocation, permitting and coordination with the City of Miami, Miami Dade Expressway Authority (MDX) and the FDOT. Project area includes the roadways, connectors and infield areas of SR 836 from 27th Avenue to 7th Avenue, I-395 from 7th Avenue to Biscayne Bay and I-95 from NW 8th Street to NW 29th Street. STANDARD FORM 330 (1/2004) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME Dylan Larson, CEP, SPWS 13.ROLE IN THIS CONTRACT Senior Biologist - Environmental / Permitting 14. YEARS EXPERIENCE a.TOTAL 26 b.WITH CURRENT FIRM 25 15.FIRM NAME AND LOCATION (City and State) Miller Legg, Ft. Lauderdale, FL 16.EDUCATION (DEGREE AND SPECIALIZATION)Bachelor of Science, Biology and Business Administration Master of Business Administration, 17.CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)Professional Wetland Scientist Certified Environmental Professional FL, Certified Landscape InspectorFL, Authorized Gopher Tortoise Agent Wetland Delineation Certification PADI Certified Rescue Diver 18.OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) As Principal, Mr. Larson oversees operations and overall project management for the firm. He also has significant experience in environmental consulting in Florida and is responsible for directing studies and investigations on biological and ecological aspects of the firm’s projects. Specific environmental responsibilities include: field evaluations, assessments, recommendations and report writing, as well as wetland jurisdictional determination, dredge and fill permitting, wetland mitigation design, mitigation monitoring, recommendations for maintenance procedures, coordinati on and oversight of environmental GIS applications, and assistance with plan preparations and mitigation. 19. RELEVANT PROJECTS a. (1)TITLE AND LOCATION (City and State) City of Miami Beach South Beach Tree and Dune Inventory Miami Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Principal-In-Charge: Miller Legg and its Certified Arborists conducted a comprehensive tree and dune vegetation inventory on a section of South Be ach east of the pedestrian walk from 3rd to 5th Streets. All 300 tree species found within the area were inventoried as point locations with associated attributes and all dominant shrub and ground cover species were collected as polygon data with associated percent coverage and species data. The information was then displayed on a digital map and the data was provided to the client in .shp file format. Miller Legg was a subconsultant to Coastal Systems International. b. (1)TITLE AND LOCATION (City and State) Coastal Construction Control Line (CCCL) Permitting Miami Beach Miami Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2007 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Principal-in-Charge: Miller Legg assisted a landscape architectural firm EDAW (as a sub) with the processing of a CCCL (Coastal Construction Contr ol Line) Permit through FDEP. In particular, the firm prepared a CCCL survey, through a combination of field ground truthing and CAD work. Miller Legg then related the proposed improvement features to the CCCL in CAD drawings which were submitted to FDEP as part of the CCCL permit application. c. (1)TITLE AND LOCATION (City and State) Boynton Beach Oceanfront Park Boardwalk Boynton Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2009 CONSTRUCTION (If Applicable) 2011 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Principal-in-Charge: Miller Legg was the prime consultant for the replacement of existing boardwalk and minor structures at the 12-acre Oceanfront Boardwalk Park in Boynton Beach. The goal of the City was to renovate their only beach access park. Other elements of this improvement project included hardscape, lighting and landscape. Services provided by the Miller Legg team included environmental permitting, surveying, architectural design, structural engineering, electrical engin eering, landscape architecture, site analysis, construction documents and construction observation services. This project required extensive coordination with the City’s Park & Recreat ion Department, Public Works Department, Purchasing Department, Building Department, and various subconsultants. d. (1)TITLE AND LOCATION (City and State) Broward County Parks and Recreation West Lake Park II - Environmental Services Hollywood, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2011 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: Miller Legg was the prime consultant for the permitting and design of enhancements for the second phase of this 1,500-acre estuarine wetland. The firm has provided both environmental and engineering services for necessary mitigation for the Port Everglades and Ft. Lauderdale-Hollywood International Airport expansion projects. Services provided included: paving and drainage improvements for the nature center and associated parking lot, design of three sewage pump stat ions, water distribution system design, sanitary sewage collection and transmission system design, off-site force main, traffic engineering, surveying, water quality data analysis, hypothesis development and review, sediment ana lysis, fishery analysis, rip-rap design, benthic macro-invertebrate identification, seagrass survey, mitigation credit determination, and USACE dredge and fill permitting. The seagrass survey was conducted using scuba diving and digital global positioning satellite equipment and included transect/quadrant measurements o f seagrass density, abundance, and frequency of occurrence. e. (1)TITLE AND LOCATION (City and State) City of Fort Pierce Coastal Construction Control Line Permitting Fort Pierce, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Manager: Through our continuing services contract with the City, Miller Legg provided Coastal Construction Control Line Permitting ser vices for Jetty Park, Kimberly Bergalis Park and South Beach Boardwalk Park. Services included existing site condition analysis, on-site jurisdictional determination, and preparation and submittal of applications and sketches indicating project plan with mitigation, and support data to the Florida Department of Environmental Protection. Miller Legg also prepared a mitigation plan for Kimberly Bergalis and South Beach Boardwalk Parks, which included designing a plan to offset dune impacts associated with the proposed improvements . STANDARD FORM 330 (1/2004) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12.NAME William Mohler, III, CA, CLI 13.ROLE IN THIS CONTRACT Project Biologist - Environmental / Permitting 14. YEARS EXPERIENCE a.TOTAL 12 b.WITH CURRENT FIRM 7 15.FIRM NAME AND LOCATION (City and State) Miller Legg, Ft. Lauderdale, FL 16.EDUCATION (DEGREE AND SPECIALIZATION)Bachelor of Science, Ecology & Biology, Minor in Geography Certificate, Environmental Studies 17.CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)FL, FDEP Qualified Stormwater Management Inspector FL, FDOT Intermediate Maintenance of Traffic FL, Certified Landscape InspectorAdvanced Airport Wildlife Hazard Management Certified Arborist FL, Broward County Basic Tree PruningSFWMD Certified Airboat Pilot 18.OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Mohler is experienced in environmental document preparation, ecological monitoring and assessment, compliance monitoring, and geographic information systems (GIS). He has a comprehensive knowledge of Florida floral and faunal communities and their interactions. His training and practical experience includes lab and field experimentation, biological sample collection and mon itoring, plant physiology, wildlife, avifaunal surveys, experimental design and implementation, data management, and statistical and numerical analysis. He also is a Certified Arborist. 19. RELEVANT PROJECTS a. (1)TITLE AND LOCATION (City and State) Miami Beach South Beach Boardwalk Dune & Tree Survey and GIS Mapping Miami Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Certified Arborist: Miller Legg updated its previous +/- 1100 LF topographic and Coastal Construction Control Line (CCCL) survey for a FDEP Coastal Construction permit. This was part of the beach boardwalk improvements design project between Lummus Park and South Point Drive in South Beach. The topography included trees and all above ground improvements. Beach transects were established to the Mean Water Line and CCCL and Erosion Control Lines were also established. The dune ve getation survey included herbaceous, shrub and tree species. Vegetation data was collected using a sub-meter Trimble GPS unit. Maps were then created in a GIS program indicating dominant species coverage with related percentages. In addition a tree inventory for coastal tree species and associated attributes was conducted by our Certified Arborists and displayed on digital maps. b. (1)TITLE AND LOCATION (City and State) Miami-Dade County Parks Misc. Landscape Architecture Support Services Miami, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Certified Arborist: Miller Legg is providing in-house landscape architecture design support services for Capital Improvements to the Parks & Recreation Department for a variety of County park projects. Most recently, the firm has provided playground design for Serena Lakes Park, Trust for Public Lands (TPL) Fitness Zone Design for Amelia Earhart Park, and interactive playground design for Debbie Curtin Park and landscape inspections for Wynwood Community Resource Center. Landscape Architec ture services include landscape architecture, hardscape, irrigation design and landscape inspections. This work is being performed under the County's Equitable Distribution Program Continuous Professional Services Agreement. c. (1)TITLE AND LOCATION (City and State) Florida Department of Transportation (FDOT) District 6 SR A1A/Collins Avenue from 4700 to 5800 Block Safety Project Miami Beach, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Certified Arborist: This FDOT Safety Project had the objective of increasing safety along this City of Miami Beach municipal corridor. Miller Leg g provided certified arborist and landscape architecture analysis and design, as well as lighting analysis and d esign as a subconsultant to CH Perez & Associates, Inc. d. (1)TITLE AND LOCATION (City and State) Doral Glades Park Boardwalk and Wetland Preserve Doral, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If Applicable) 2019 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Environmental Specialist: Doral Glades Park is a 25-acre recreational facility for which passive and active elements are planned, including playing fields, community and nature pavilions, fishing pier, walking trail and wetland boardwalk. Miller Legg provid ed a boundary and topographic survey and was involved in the design and construction of the wetlands and boardwalk, using GIS and surface water management support. Construction administration services were performed for the boardw alk. The firm coordinated with the City on permit compliance, exotic species removal, native species and maintenance programs; value engineering and design for the boardwalk(s ) and pier(s). A Wetland Mitigation Plan was developed including GIS maps and habitat evaluation for placement of the boardwalks in ideal locations within the wetland. Finally, the firm was responsible for the preparation of environ mental resource permit (ERP) modification applications for boardwalk and planting in wetland areas. e. (1)TITLE AND LOCATION (City and State) City of Fort Lauderdale Mills Pond Park Environmental Construction Observation Fort Lauderdale, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2013 CONSTRUCTION (If Applicable) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE [X] Check if project performed with current firm Project Biologist: Construction observation for a freshwater wetland with tidal influence restoration project in the highly environmentally sens itive area at Mills Pond Park. Services provided included: design, planting plans and details, permitting modifications through Broward County, South Florida Water Management District, US Army Corps of Engineers, bid specification development, construction administration, environmental monitoring, cost estimates, scheduling, sketch and legal descriptions, conservation easement coordination, construction layout, field modifications, agency coordination, outreach program, compliance and post-conservation monitoring to ensure project success. STANDARD FORM 330 (1/2004) PAGE 2 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 1 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED City of Sunny Isles Beach Pelican Community Park Sunny Isles Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2008 / 2013 2008 23. PROJECT OWNER’S INFORMATION a.PROJECT OWNER City of Sunny Isles Beach b.POINT OF CONTACT NAME Susan Simpson c. POINT OF CONTACT TELEPHONE NUMBER (305) 792-1706 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) A three-acre premier recreational active park for the City of Sunny Isles Beach. Miller Legg provided full design services for the City orchestrating park planning, landscape architecture, irrigation, engineering, surveying and architectural design services on a limited site. Amenities of the park include the following: baseball field recreation building and gymnasium with a multi-use court playground area and structure other unique site and architectural features The project management team at Miller Legg received recognition from the City for its involvement in the design completion of the Park. Miller Legg provided construction administration services to the City. In addition, we also provided grant assistance to secure a Florida Recreational Development Assistant Program (FRDAP) grant for $200,000. FRDAP is a competitive grant program that provides financial assistance to local governments for development or acquisition of land for public outdoor recreational purposes. In 2013, the firm provided plans preparation and permitting associated with the reconstruction of the natural turf fields at this Park and Senator Gwen Margolis Park with artificial turf. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Prime b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE Prime c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 2 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED City of Sunny Isles Beach Gwen Margolis Park and Pelican Community Park Artificial Turf Sunny Isles Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2013 2013 23. PROJECT OWNER’S INFORMATION d.PROJECT OWNER Sports Turf One, Inc. e.POINT OF CONTACT NAME Bill Gillan f. POINT OF CONTACT TELEPHONE NUMBER (561)375-7808 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The project consisted of the reconstruction of existing natural turf fields at Pelican Community Park and Senator Gwen Margolis Park in the City of Sunny Isles Beach with artificial turf. Miller Legg provided the preparation and permitting of drainage plans to collect under the new drain systems installed as part of the project, as well as surveying services. In addition, construction observation was provided to verify compliance with the plans and for the certification of the project through regulatory agencies. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Subconsultant b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE Subconsultant c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 3 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Coastal Construction Control Line (CCCL) Permitting Miami Beach Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2007 23. PROJECT OWNER’S INFORMATION g.PROJECT OWNER Kimley-Horn h.POINT OF CONTACT NAME George Puig i. POINT OF CONTACT TELEPHONE NUMBER (561) 845-0665 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg assisted a landscape architectural firm Kimley-Horn (f/k/a EDAW ) with the processing of a CCCL (Coastal Construction Control Line) Permit through FDEP. In particular, the firm prepared a CCCL survey, through a combination of field ground truthing and CAD work. Miller Legg then related the proposed improvement features to the CCCL in CAD drawings which were submitted to FDEP as part of the CCCL permit application. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Subconsultant b. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 4 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Miami Beach South Beach Boardwalk Dune & Tree Survey and GIS Mapping Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2013 23. PROJECT OWNER’S INFORMATION j. PROJECT OWNER City of Miami Beach k. POINT OF CONTACT NAME Betsy Wheaton l. POINT OF CONTACT TELEPHONE NUMBER (305) 673-7000 x6121 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg updated its previous +/- 1100 LF topographic and Coastal Construction Control Line (CCCL) survey for a FDEP Coastal Construction permit as a subconsultant to Coastal Systems International. This was part of the beach boardwalk improvements design project between Lummus Park and South Point Drive in South Beach. The topography included trees and all above ground improvements. Beach transects were established to the Mean Water Line and CCCL and Erosion Control Lines were also established. The dune vegetation survey included herbaceous, shrub and tree species. Vegetation data was collected using a sub-meter Trimble GPS unit. Maps were then created in a GIS program indicating dominant species coverage with related percentages. In addition a tree inventory for coastal tree species and associated attributes was conducted by our Certified Arborists and displayed on digital maps. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Subconsultant b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 5 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED City of Miami Capital Improvement Program (CIP) Landscape Architecture Continuing Services Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 23. PROJECT OWNER’S INFORMATION m. PROJECT OWNER City of Miami Capital Improvements Program n.POINT OF CONTACT NAME Jeovanny Rodriguez o.POINT OF CONTACT TELEPHONE NUMBER (305) 416-1280 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg holds a Miscellaneous Landscape Architecture Continuing Services contract for Miscellaneous Projects the City of Miami Department of Capital Improvements and Transportation Program. The scope of work under this contract spans all comprehensive landscape architectural professional services including: master planning of site developments and roadway beautification projects, which can encompass site and environmental analysis, landscape programming, visual impact landscape assessments, schematic and figure development for charrettes and public community meetings. Additional scope items may include design management and production of contract specifications and plans, permit approval and post-design services. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Prime b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 6 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Miami-Dade County Parks Misc. Landscape Architecture Support Services Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 23. PROJECT OWNER’S INFORMATION p.PROJECT OWNER Miami-Dade County Parks and Recreation (PROS) q.POINT OF CONTACT NAME Michael Houle r.POINT OF CONTACT TELEPHONE NUMBER (305) 755-7800 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg is providing in-house landscape architecture design support services for Capital Improvements to the Parks & Recreation Department for a variety of County park projects. Most recently, the firm has provided playground design for Serena Lakes Park, Trust for Public Lands (TPL) Fitness Zone Design for Amelia Earhart Park, and interactive playground design for Debbie Curtin Park and landscape inspections for Wynwood Community Resource Center. Landscape Architecture services include landscape architecture, hardscape, irrigation design and landscape inspections. This work is being performed under the County's Equitable Distribution Program Continuous Professional Services Agreement. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Prime b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED Boynton Beach Oceanfront Park Boardwalk Boynton Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2009 2011 23. PROJECT OWNER’S INFORMATION s. PROJECT OWNER City of Boynton Beach) t. POINT OF CONTACT NAME Jody Rivers u. POINT OF CONTACT TELEPHONE NUMBER (561) 742-6226 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg was the prime consultant for the replacement of existing boardwalk and minor structures at the 12-acre Oceanfront Boardwalk Park in Boynton Beach. The goal of the City was to renovate their only beach access park. Other elements of this improvement project inclu ded hardscape, lighting and landscape. Services provided by the Miller Legg team included environmental permitting, surveying, architectural design, structural engineering, electrical engineering, landscape architecture, site analysis, construction documents and construction observation services. This project required extensive coordination with the City’s Park & Recreation Department, Public Works Department, Purchasing Department, Building Department, and various subconsultants. > 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Miller Legg (2) FIRM LOCATION (City & State) Ft. Lauderdale, FL (3) ROLE Prime b. (1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City & State) (3) ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 8 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Florida Department of Transportation (FDOT) District 6 SR A1A/Collins Avenue from 4700 to 5800 Block Safety Project Miami Beach, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2015 23. PROJECT OWNER’S INFORMATION v. PROJECT OWNER Florida Department of Transportation - District 6 w.POINT OF CONTACT NAME Ana Arvelo x.POINT OF CONTACT TELEPHONE NUMBER (305) 470-5400 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This FDOT Safety Project had the objective of increasing safety along this City of Miami Beach municipal corridor. Miller Legg provided certified arborist and landscape architecture analysis and design, as well as lighting analysis and design as a subconsultant to CH Perez & Associates, Inc. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Subconsultant b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE Subconsultant c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 9 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Florida Department of Transportation (FDOT) District 6 Biscayne Boulevard (NE 5th Street to NE 13th Street) Miami, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2002 2007 23. PROJECT OWNER’S INFORMATION y.PROJECT OWNER Florida Department of Transportation - District 6 z.POINT OF CONTACT NAME Kirk Hoosac aa. POINT OF CONTACT TELEPHONE NUMBER 954.776.1616 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) In order to continue the enhancements of the US 1 Corridor for the City of Miami, Miller Legg developed a streetscape design to unify the area surrounding the American Airlines Arena, Museum Park and the Performing Arts Center. Enhancement of the pedestrian corridor and integration with the existing Roberto Burle Marx paving design, directly to the south, was integral in the design of the project. Miller Legg coordinated with the City of Miami during the design process, participated in numerous public involvement and design meetings, and incorporated access management concepts, including limited vehicular access and multi-modal transportation. Improvements included specialty paving, lighting, irrigation and planting elements. This project was part of a multi-year continuing service contract with FDOT District 6. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Prime b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project) 20.EXAMPLE PROJECT KEY NUMBER 10 21.TITLE AND LOCATION (City and State)22. YEAR COMPLETED Florida Department of Transportation (FDOT) District 4 SR 838/Sunrise Blvd. Bridge over Middle River Fort Lauderdale, FL PROFESSIONAL SERVICES CONSTRUCTION (If Applicable) 2016 23. PROJECT OWNER’S INFORMATION bb. PROJECT OWNER Florida Department of Transportation - District 4 cc.POINT OF CONTACT NAME Scott Peterson dd.POINT OF CONTACT TELEPHONE NUMBER (954) 777-4416 24.BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Miller Legg’s Team provided in-house design services for the replacement of the Sunrise Blvd. Bridge over the Middle River. This project was a pilot project for the FDOT's BOLD Initiative instituted by the Governor. Extensive coordination with the City of Fort Lauderdale involved design efforts that included special architectural wall/vertical features, Florida Friendly landscape design, as well as hardscape and irrigation to ensure a Context Sensitive Solution was provided as an entry point to the eastern Fort Lauderdale beach communities along the Middle River. Post Design services were also provided. This project was part of a multi-year in-house continuing service contract for FDOT District 4 and was a 2017 FICE Engineering Excellence Award winner in the Bridge Category. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Ft. Lauderdale, FL (3)ROLE Subconsultant b. (1)FIRM NAME Miller Legg (2)FIRM LOCATION (City & State) Miami, FL (3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City & State)(3)ROLE STANDARD FORM 330 (1/2004) G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table. Place “X” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Brian Shore, RLA Senior Landscape Architect X X X X X X X Miguel Juncal, RLA, CA Landscape Architect X X X X X X Dylan Larson, CEP, PWS, CLI, GTA Senior Biologist X X X William Mohler, III, CA, CLI Project Biologist X X X X 29. EXAMPLE PROJECTS KEY NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) NO. TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 City of Sunny Isles Beach Pelican Community Park 6 Miami-Dade County Parks Misc. Landscape Architecture Support Services 2 City of Sunny Isles Beach Gwen Margolis Park and Pelican Community Park Artificial Turf 7 Boynton Beach Oceanfront Park Boardwalk 3 Coastal Construction Control Line (CCCL) Permitting Miami Beach 8 Florida Department of Transportation (FDOT) District 6 SR A1A/Collins Avenue from 4700 to 5800 Block Safety Project 4 Miami Beach South Beach Boardwalk Dune & Tree Survey and GIS Mapping 9 Florida Department of Transportation (FDOT) District 6 Biscayne Boulevard (NE 5th Street to NE 13th Street) 5 City of Miami Capital Improvement Program (CIP) Landscape Architecture Continuing Services (2013-2017) 10 Florida Department of Transportation (FDOT) District 4 SR 838/Sunrise Blvd. Bridge over Middle River STANDARD FORM 330 (1/2004) PAGE 4 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. Miller Legg is a statewide award-winning consulting firm that brings together the elements of engineering, planning, landscape architecture and urban design, surveying, environmental wetlands consulting, and geographic information systems services. Miller Legg works successfully to improve communities and create environments for a variety of clients. Client sectors include transportation, municipal and county government, healthcare, education, federal and international. This offers our clients a firm of seasoned professionals who are leaders in the Florida consulting industry. Miller Legg, established in 1965, employs a staff of approximately 52 professionals and technicians and is wholly owned by its employees. The firm has locations in Ft. Lauderdale, Miami and Port St. Lucie. The firm has completed numerous municipal, county, state and federal projects ranging from neighborhood improvement and redevelopment projects, educational facilities site planning, cemeteries, neighborhood parks and golf course designs to aviation facilities, complete streets projects, regional water and sewer utilities, streetscapes, and streets and highways. Additionally, the firm has successfully completed several thousand private sector projects including residential developments from two to 7,000 acres, industrial and office sites, hotels and theme park facilities, marinas, golf courses, hospitals and medical office complexes, commercial properties, retail shopping centers and franchise properties. The firm has been involved with more than 200,000 acres of project design development in Florida. Our approach to each project is best characterized by a "partnering relationship". We dedicate ourselves to learning the culture of our clients, and their specific concerns, desires and needs, much like an extension of their own offices. We consistently strive to maintain time schedules and to provide factual and frequent communication. Miller Legg prides itself on its team approach to the interdisciplinary needs unique to the project and client. We provide responsive, personalized, quality service to value-conscious private clients and select government agencies, who desire the very best in planning and design. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31.SIGNATURE 32.DATE 11/9/2020 33.NAME AND TITLE Michael Kroll, RLA, FASLA, President STANDARD FORM 330 (1/2004) PAGE 5 9. EMPLOYEES BY DISCIPLINE a. Function Code b. Discipline c. No. of Employees (1) FIRM (2) BRANCH 02 Administrative 10 0 07 Biologist 3 0 08 CADD Technician 3 0 12 Civil Engineers 7 1 14 Computer Programmer 1 0 16 Construction Manager 0 0 19 Ecologists 1 0 21 Electrical Engineers 0 0 23 Environmental Engineer 0 0 50 Environmental Risk Assessor 0 0 24 Environmental Scientist 2 1 29 GIS Specialist 0 0 39b Irrigation Designer 0 0 38 Land Surveyor 2 0 38a Survey Crew Members 6 4 39 Landscape Architects 3 1 39a Landscape Designers 5 0 47 Planners: Urban/Regional 1 0 51 Safety/Occupational Health 0 0 60 Transportation Engineers 0 0 Other Employees 1 1 Total 45 8 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Profile Code b. Experience c. Revenue Index Number (see below) C02 Cemeteries (Planning & Relocation) 0 C06 Churches; Chapels 0 C10 Commercial Building; (low rise); Shopping Centers 0 C14 Conservation and Resource Management 0 E01 Ecological & Archeological Investigations 0 E02 Educational Facilities; Classrooms 4 H07 Highways; Streets; Airfield Paving; Parking Lots 3 H09 Hospitals & Medical Facilities 2 H11 Housing (Residential, Multifamily, Apartments, Condominiums 0 I06 Irrigation; Drainage 0 L01 Laboratories; Medical Research Facilites 0 L03 Landscape Architecture 0 P04 Pipelines (Cross-country--Liquid & Gas) 0 P05 Planning (Community; Regional; Areawide & State) 0 P06 Planning (Site, Installation and Project) 0 R04 Recreational Facilities (Parks; Marinas; ect.) 0 S04 Sewage Collection, Treatment & Disposal 0 S13 Stormwater Handling & Facilities 0 S10 Surveying; Platting; Mapping; Flood Plain Studies 6 T03 Traffic & Transportation Engineering 0 U02 Urban Renewals; Community Development 0 W03 Water Supply; Treatment and Distribution 0 ARCHITECT – ENGINEER QUALIFICATIONS 1.SOLICITATION NUMBER (If any)20-10-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Miller Legg 3.YEAR ESTABLISHED 2006 4.DUNS NUMBER 038700035 2b. STREET 7743 NW 48th Street, Suite 140 5. OWNERSHIP a.TYPE Corporate2c. CITY Miami 2d. STATE FL 2e. ZIP CODE 33166-5407 b.SMALL BUSINESS STATUS Yes6a. POINT OF CONTACT NAME AND TITLE Michael Kroll, RLA, FASLA, President 7.NAME OF FIRM (If block 2a is a branch office) Miller Legg 6b. TELEPHONE NUMBER (954) 628-3651 6c. E-MAIL ADDRESS mkroll@millerlegg.com 8a. FORMER FIRM NAME(S) (If any)8b. YR. ESTABLISHED 8c. DUNS NUMBER 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 4 b. Non-Federal Work 6 c. Total Work 6 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE 11/9/2020 c. NAME AND TITLE Michael Kroll, RLA, FASLA, President STANDARD FORM 330 (1/2004) PAGE 6 9. EMPLOYEES BY DISCIPLINE a. Function Code b. Discipline c. No. of Employees (1) FIRM (2) BRANCH 02 Administrative 10 9 07 Biologist 3 3 08 CADD Technician 3 3 12 Civil Engineers 7 5 14 Computer Programmer 1 1 16 Construction Manager 0 0 19 Ecologists 1 1 21 Electrical Engineers 0 0 23 Environmental Engineer 0 0 50 Environmental Risk Assessor 0 0 24 Environmental Scientist 2 1 29 GIS Specialist 0 0 39b Irrigation Designer 0 0 38 Land Surveyor 2 2 38a Survey Crew Members 6 2 39 Landscape Architects 3 2 39a Landscape Designers 5 5 47 Planners: Urban/Regional 1 1 51 Safety/Occupational Health 0 0 60 Transportation Engineers 0 0 Other Employees 1 0 Total 45 35 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Profile Code b. Experience c. Revenue Index Number (see below) C02 Cemeteries (Planning & Relocation) 5 C06 Churches; Chapels 2 C10 Commercial Building; (low rise); Shopping Centers 2 C14 Conservation and Resource Management 4 E01 Ecological & Archeological Investigations 4 E02 Educational Facilities; Classrooms 4 H07 Highways; Streets; Airfield Paving; Parking Lots 2 H09 Hospitals & Medical Facilities 3 H11 Housing (Residential, Multifamily, Apartments, Condominiums 6 I06 Irrigation; Drainage 2 L01 Laboratories; Medical Research Facilites 2 L03 Landscape Architecture 5 P04 Pipelines (Cross-country--Liquid & Gas) 2 P05 Planning (Community; Regional; Areawide & State) 3 P06 Planning (Site, Installation and Project) 3 R04 Recreational Facilities (Parks; Marinas; ect.) 4 S04 Sewage Collection, Treatment & Disposal 5 S13 Stormwater Handling & Facilities 5 S10 Surveying; Platting; Mapping; Flood Plain Studies 2 T03 Traffic & Transportation Engineering 2 U02 Urban Renewals; Community Development 4 W03 Water Supply; Treatment and Distribution 4 ARCHITECT – ENGINEER QUALIFICATIONS 1.SOLICITATION NUMBER (If any)20-10-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Miller Legg 3.YEAR ESTABLISHED 1965 4.DUNS NUMBER 038700035 2b. STREET 5747 N Andrews Way 5. OWNERSHIP a.TYPE Corporate2c. CITY Ft. Lauderdale 2d. STATE FL 2e. ZIP CODE 33309-2364 b.SMALL BUSINESS STATUS Yes6a. POINT OF CONTACT NAME AND TITLE Michael Kroll, RLA, FASLA, President 7.NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER (954) 628-3651 6c. E-MAIL ADDRESS mkroll@millerlegg.com 8a. FORMER FIRM NAME(S) (If any)8b. YR. ESTABLISHED 8c. DUNS NUMBER 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater a. Federal Work 4 b. Non-Federal Work 6 c. Total Work 6 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a.SIGNATURE b.DATE 11/9/2020 c. NAME AND TITLE Michael Kroll, RLA, FASLA, President STANDARD FORM 330 (1/2004) PAGE 6 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 1 ARCHITECT – ENGINEER QUALIFICATIONS PART I – CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1.TITLE AND LOCATION (City and State) Professional Engineering and Architectural Services for the Pedestrian Bridge with Park Elements across A1A at 174th Street - CCNA 2. PUBLIC NOTICE DATE October 20, 2020 3.SOLICITATION OR PROJECT NUMBER RFQ 20-10-01 B. ARCHITECT-ENGINEER POINT OF CONTACT 4.NAME AND TITLE Alicia A. Gonzalez, President 5.NAME OF FIRM 6.TELEPHONE NUMBER 7.FAX NUMBER 8.E-MAIL ADDRESS C.PROPOSED TEAM (Complete this section for the prime contractor and all subcontractors) (Check) PRIME JV PARTNER SUB-CONTRACTOR 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. X Media Relations Group, LLC  CHECK IF BRANCH OFFICE 14707 South Dixie Highway, Suite 404 Miami, FL 33176 Public Involvement/Information Services b. CHECK IF BRANCH OFFICE c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) SEE PRIME’s SF Media Relations Group 305-254-8598 agonazles@mrgmiami.com AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 2 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Jeanette Gorgas 13. ROLE IN THIS CONTRACT Sr. Public Information Officer 14. YEARS EXPERIENCE a. TOTAL 24 b. WITH CURRENT FIRM 6 15. FIRM NAME AND LOCATION (City and State) Media Relations Group, LLC Miami, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Arts, Professional Studies/ Specialization in Public Administration, Barry University, Miami Shores, FL, 2005Associates of Arts in Communications, Miami-Dade Community College, Miami, FL, 1995 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)\ N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Bilingual-English/Spanish 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED MDC/Department of Transportation and Public Works Snowden Pedestrian Bridge along Commodore Trail adjacent to Bridge 874293, Miami, Florida PROFESSIONAL SERVICES Ongoing CONSTRUCTION (if appl. (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm MRG is responsible for the public outreach for this design-build project, which consists of the construction of a new prefabricated pedestrian bridge spanning across the C-100 canal along Old Cutler Trail between SW 173 and 174 Street in the Village of Palmetto Bay. Mrs. Gorgas is responsible for drafting project collaterals, coordinating stakeholder meetings as necessary, as well as coordinating a public hearing to obtain feedback as part of the outreach efforts on this project. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED MD-DTPW Design-Build Services for Bridge Replacement at N Miami Avenue over Little River Canal, Miami, Florida PROFESSIONAL SERVICES Ongoing CONSTRUCTION (if appl. (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm MRG is responsible for the public outreach for this design-build project consisting of replacing the bridge currently spanning the Little River Canal along North Miami Avenue, within Miami-Dade County Commission Districts 2 and 3, the City of Miami and the Village of El Portal, with a new bridge that will improve pedestrian facilities. The project also includes improving the approach roadways by milling and resurfacing, providing drainage, lighting, pedestrian ramps north and south of the bridge, dredging the Little River Canal and relocating an existing 8-inch water main. Mrs. Gorgas is responsible for drafting project collaterals and a Public Involvement Plan, coordinating stakeholder meetings as necessary, as well as coordinating a public hearing to obtain feedback as part of the outreach efforts on this project c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED MD-EDP - Bridge 874420 Replacement over C-100A Canal along SW 136th St between SW 70 Ave and SW 72 Ave, Miami, Florida PROFESSIONAL SERVICES Ongoing CONSTRUCTION (if appl.) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm MRG is responsible for public outreach for this project which consists of replacing the bridge currently spanning over the C-100A Canal along SW 136 Street, within Miami-Dade County Commission Districts 7 and 8, the Village of Pinecrest and the Village of Palmetto Bay. Mrs. Gorgas is responsible for drafting project collaterals and a Public Involvement Plan, coordinating stakeholder meetings as necessary, as well as coordinating a public hearing to obtain feedback as part of the outreach efforts on this project. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Six State Road (SR) 826/SR 836 Interchange Reconstruction Design/Build, Miami-Dade County, Florida PROFESSIONAL SERVICES 2016 CONSTRUCTION (if appl.) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mrs. Gorgas provided continuous assistance to the on-site Public Information Specialist for this high-profile project by coordinating media outreach efforts as well as arranging press events. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Six State Road (SR) A1A/Collins Avenue from 4700 Block to 5800 Block, Miami-Dade County, Florida 2018 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Mrs. Gorgas was responsible for distributing information via project fact sheets and coordinating one on one stakeholder meetings as necessary, as well as coordinating a public hearing to obtain feedback as part of the outreach efforts on this contract. 19.RELEVANT PROJECTS AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 3 E.RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME Laila Haddad 13. ROLE IN THIS CONTRACT Sr. Public Information Officer 14. YEARS EXPERIENCE a. TOTAL 36 b. WITH CURRENT FIRM 10 15. FIRM NAME AND LOCATION (City and State) Media Relations Group, LLC Miami, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION) Bachelor of Science, Business Administration (Cum Laude), University of New Hampshire - 1979 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE)\ N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Four I-595 Corridor Improvements Project - a Design / Build / Operate / Finance / Maintain (DBOFM) Public Private Partnership, Broward County, Florida PROFESSIONAL SERVICES 2014 CONSTRUCTION (if appl. (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Haddad served as the Senior Public Information Officer on this over $1.2 billion project for FDOT District Four. She oversaw all public information outreach in coordination with the District’s Public Information Office and served as the day-to-day contact and media spokesperson on the project. She created and disseminated project fact sheets and electronic construction alerts, continuously updated the project website, maintained stakeholder database, and served as a liaison for the media, elected officials, residents and businesses to answer questions and address and mitigate their concerns. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Four SR 5/US1 from SR-862/I-595 North of SR-842/Broward Boulevard – Henry E. Kinney Tunnel Rehabilitation, Broward County, Florida PROFESSIONAL SERVICES Ongoing CONSTRUCTION (if appl. (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Haddad is the Senior Public Information Officer responsible for the day-to-day public involvement tasks for this design project which involves the preparation of a set of contract documents including plans for upgrades and the rehabilitation of the Henry E. Kinney Tunnel, an Intelligent Transportation System (ITS) along the SR 5/US1 corridor and a 50-foot extension of the tunnel bridge for a pedestrian plaza. She completed a Level 3 Community Awareness Plan (CAP) and participated in a June 2017 Agency meeting. Ms. Haddad is presently preparing for a Public Information Workshop, scheduled for later in 2018. c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Four SR-9/I-95@SR 842/Broward Boulevard from West of SW 24 Avenue to East of NW/SW 18 Avenue PD&E Study, Broward County, Florida PROFESSIONAL SERVICES Ongoing CONSTRUCTION (if appl.) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Haddad led the public involvement and outreach efforts for this PD&E project. She prepared a Public Involvement Plan (PIP), planned, coordinated and attended a public kick-off meeting in October 2016, providing the public the opportunity to learn more about the project and have their concerns addressed. Further outreach efforts included two Alternative Public Workshops. The Public Hearing is planned for the Summer of 2018. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED FDOT District Four I-95 at Central Boulevard Interchange Justification Report and PD&E Study, Palm Beach County, Florida PROFESSIONAL SERVICES 2016 CONSTRUCTION (if appl.) (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Haddad led the public involvement and outreach efforts for this PD&E project. She planned, coordinated and attended a public kick-off meeting in January 2015, providing the public the opportunity to learn more about the project and have their concerns addressed. Further outreach efforts included the Alternative Public Workshop in February 2016 and the Public Hearing held in September 2016. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED DOT District Four 95 Express CDC, Phase 3A, 3B and 3C Broward County, Florida 2018 (3)BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Haddad successfully executed the efforts for all the public involvement activities for Phase 3A, Phase 3B and Phase 3C. During these Phase she coordinated several outreach meetings, including Public Workshops, Industry Forums and multiple small group meetings with key stakeholders and homeowner associations (HOAs). 19.RELEVANT PROJECTS AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 4 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20.EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED MDC/Department of Transportation and Public Works Snowden Pedestrian Bridge along Commodore Trail adjacent to Bridge 874293 PROFESSIONAL SERVICES On-Going CONSTRUCTION (if appl.) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Miami-Dade County b.POINT OF CONTACT NAME Adrian Robaina, Pedelta c. POINT OF CONTACT TELEPHONE NO. 305-648-0010 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This project consists of the construction of a new prefabricated pedestrian bridge spanning across the C-100 canal along Old Cutler Trail between SW 173 and 174 Street in the Village of Palmetto Bay. The bridge is intended to carry pedestrian traffic traveling along the Old Cutler Trail and will be adjacent to the existing bridge along Old Cutler Road. Construction is anticipated to begin in Summer 2020. Contract: $34,880.11 (PI Fee) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Media Relations Group (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Public Involvement b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 5 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21.EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED MD-DTPW Design-Build Services for Bridge Replacement at N Miami Avenue over Little River Canal PROFESSIONAL SERVICES On-Going CONSTRUCTION (if appl.) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Miami-Dade County b.POINT OF CONTACT NAME Osmany Alfonso/APCTE c. POINT OF CONTACT TELEPHONE NO. 786-257-3076 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This design-build project consists of replacing the bridge currently spanning the Little River Canal along North Miami Avenue, within Miami-Dade County Commission Districts 2 and 3, the City of Miami and the Village of El Portal, with a new bridge that will improve pedestrian facilities. The existing bridge will be replaced entirely with a new concrete bridge that provides 6’-0” wide raised concrete sidewalks on both sides while maintaining two lanes of traffic in each direction. The bridge replacement will be implemented in two construction phases to minimize disruptions to the traveling public and residents. The project also includes improving the approach roadways by milling and resurfacing, providing drainage, lighting, pedestrian ramps north and south of the bridge, dredging the Little River Canal and relocating an existing 8-inch water main. Construction is anticipated to begin in the Spring of 2020. Contract: $55,053 (PI Fee). 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Media Relations Group (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Public Involvement b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 6 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 22.EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State) 22. YEAR COMPLETED MD-EDP - Bridge 874420 Replacement over C-100A Canal along SW 136th St between SW 70 Ave and SW 72 Ave PROFESSIONAL SERVICES On-Going CONSTRUCTION (if appl.) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Miami-Dade County b.POINT OF CONTACT NAME Alejandro Uribe, Gannett Fleming c. POINT OF CONTACT TELEPHONE NO. 305-908-3935 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) This project consists of replacing the bridge currently spanning over the C-100A Canal along SW 136 Street, within Miami-Dade County Commission Districts 7 and 8, the Village of Pinecrest and the Village of Palmetto Bay. The existing bridge, originally built in 1966 and classified as functionally obsolete, will be replaced with a new concrete bridge that provides wider concrete sidewalks and shoulders on both sides greatly enhancing pedestrian and bicycle features. The project also includes improving the approach roadways by milling and resurfacing, shoulder widening, new pavement markings, and shoreline protection adjacent to the new bridge. Construction is anticipated to begin in early 2020. Contract: $30,961 (PI Fee). 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME Media Relations Group (2) FIRM LOCATION (City and State) Miami, FL (3) ROLE Public Involvement b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE c. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE d. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE e. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE f. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 7 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table. Place “X” under projects key number for participation in same or similar role.) 1 2 3 4 5 6 7 Jeanette Gorgas Sr. Community Outreach Specialist X X X AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 8 H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. Media Relations Group, LLC (MRG) is a Disadvantaged Business Enterprise (DBE) and Minority Business certified Public Involvement firm, with staff that is familiar with the needs of this contract. The firm specializes in project website development and maintenance, internet marketing strategies, graphic/print design, project collateral development, content strategy, online engagement and management, as well as video production, multimedia and social media/digital outreach. MRG excels in facilitating community outreach and engagement activities including integrated design charettes and providing technical support in developing education and outreach programs for our clients to identify and advance community and economic development opportunities through multimodal transportation planning activities. We provide administrative support and other technical support and services including preparation of documents and professional editing services for various transportation projects and programs. For over 20 years, MRG has served the North, South and South West Florida community. The firm has been fortunate to work on numerous districtwide and citywide municipality contracts, as well as bike/pedestrian safety and educational campaigns throughout the State, including the Put it Down Distracted Driving (past eight years), Drive Safe Aggressive Driving (past four years) and Alert Today Alive Tomorrow (1 year) campaigns. MRG has contributed to the success of each of these campaigns since inception, garnering over 500 million impressions for all campaigns combined. I.AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE November 10, 2020 AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 9 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (if any) RFQ 20-10-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) Name Media Relations Group, LLC 3. YEAR ESTABLISHED1999 4. DUNS NUMBER831641407 2b. STREET 14707 South Dixie Highway, Suite 404, 5. OWNERSHIP a. TYPE Limited Liability Corporation 2c. CITY Miami 2d. STATE FL 2e. ZIP 33176 6a. POINT OF CONTACT NAME AND TITLE Alicia A. Gonzalez b. SMALL BUSINESS STATUS DBE for Florida Department of Transportation 6b. TELEPHONE NUMBER 305-254-8598 6c. EMAIL ADDRESS agonzalez@mrgmiami.com 7. NAME OF FIRM (If block 2a is a branch office) N/A 8a. FORMER FIRM NAME(S) (if any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER Media Relations Group 1999 831641407 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH N/A Public Involvement 14 N/A Public Involvement 4 Other Employees 2 Total 16 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1. Less than $100,000 6. $2 million to less than $5 million 2. $100,000 to less than $250,000 7. $5 million to less than $10 million 3. $250,000 to less than $500,000 8. $10 million to less than $25 million 4. $500,000 to less than $1 million 9. $25 million to less than $50 million 5. $1 million to less than $2 million 10. $50 million or greater a. Federal Work N/A b. Non-Federal Work 4 c. Total Work 4 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE President b. DATE November 10, 2020 c. NAME AND TITLE Alicia Gonzalez ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A.CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) Professional Engineering and Architectural Services For Pedestrian Bridge with Park Elements Across A1A at 174th Street CCNA 2. PUBLIC NOTICE DATE October 28, 2020 3. SOLICITATION OR PROJECT NUMBER RFQ 20-10-01 B.ARCHITECT-ENGINEER POINT OF CONTACT 4. NAME AND TITLE Robert J. Behar, PE – President 5. NAME OF FIRM R.J. Behar & Company, Inc. 6. TELEPHONE NUMBER (954)680-7771 7. FAX NUMBER (954)680-7781 8. E-MAIL ADDRESS bbehar@rjbehar.com C.PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) (Check) 9. FIRM NAME 10.ADDRESS 11. ROLE IN THIS CONTRACT PRIME J-V PARTNER SUBCON- TRACTORa. ✓ R.J. Behar & Company, Inc. CHECK IF BRANCH OFFICE 6861 SW 196th Avenue, Suite 302 Pembroke Pines, Florida 33332 Civil, Hydrology, Traffic, Maintenance of Traffic, Signing and Pavement Marking, Signals, Structures. b. CHECK IF BRANCH OFFICE c. CHECK IF BRANCH OFFICE d. CHECK IF BRANCH OFFICE e. CHECK IF BRANCH OFFICE f. CHECK IF BRANCH OFFICE D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 8/2016) See Prime's SF E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME JUAN H. VAZQUEZ, P.E., P.H., BCEE 13. ROLE IN THIS CONTRACT Hydrology/Drainage 14. YEARS EXPERIENCE a. TOTAL35 b. WITH CURRENT FIRM20 15. FIRM NAME AND LOCATION (City and State)R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization)B.S., Civil Engineering, University of Puerto Rico/1985 Professional Hydrologist – License No. 05-H-1653Board Certified Environmental Engineer 07-20009/2007 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) P.E. No. 51143 Florida/1996 P.E. No. 0402 025604 Virginia/1994 P.E. No. 11385 Puerto Rico/1989 P.E. No. 46482 Michigan/1999 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Vazquez is a member of the American Society of Civil Engineers, Association of Engineers and Land Surveyors of Puerto Rico, American Society of Highway Engineers, American Public Works Association, American Institute of Hydrology, Florida Institute of Consulting Engineers Water Resources Committee Member, and American Academy of Environmental Engineers. For the 6th year in a row, He is in the “Who’s Who book of Environmental Engineering, 2019”. He is Board Certified Environmental Engineer with specialty in Water Supply and Wastewater. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)Tressler Street Drainage Improvements - City of North Miami, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager/QC Assurance for this project. The improvements included upgrading existing drainage infrastructure by installing exfiltration trenches, solid piping, installation of new catch basin structures with baffles, regrading of swale areas, replacement of existing hand built catch basins, swale retrofit, and other Best Management Practices (BMPs) along Tressler Street including pervious pavements for swale reconstruction. Also included estimates, utility coordination, permitting and bid assistance. Cost/Fees Paid: $90,949; Construction Cost: $1,100,000 (Estimated) b. (1) TITLE AND LOCATION (City and State)NW 87th Avenue, Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2019 (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmEngineer of Record for drainage and preparation of the NW 87th Avenue Bridge Hydraulic Report. Project length: 2 miles; FM#: 405615-3-52-01 Cost/Fees Paid: $2,994,823.00 – Construction Cost: $34,800,000.00 (Estimated). c (1) TITLE AND LOCATION (City and State)MS4 NPDES Stormwater Assessment Program, City of Hialeah, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager for the preparation of the stormwater assessment program, as required by the Municipal Separate Storm Sewer System Permit that was issued June 30, 2016. This permit covers all areas located within the political boundary of the City of Hialeah that is served by the MS4 owned or operated by the City. The purpose of this assessment program is to provide information for the City of Hialeah to determine the overall effectiveness of its Stormwater Management Program (SWMP) in reducing stormwater pollutant loadings from its Municipal Separate Storm Sewer System (MS4) to receiving water bodies. Cost/Fees Paid: $9,772; Construction Cost: N/A d. (1) TITLE AND LOCATION (City and State)43-year CDBG improvements, NW 2nd Avenue from NW 4th Street to NW 5th Street -City of Hallandale Beach, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmEngineer of Record for the drainage design of City streets improvements. These improvements will upgrade physical/aesthetic appearance that will complement housing development and rehabilitation as well as promote more attractive neighborhoods. In general, the improvements include sidewalk replacement, minor drainage improvements, milling and resurfacing, new ADA compliant ramps and sodding. Cost/Fees Paid: $28,155 – Construction Cost: $87,000. e. (1) TITLE AND LOCATION (City and State)Lakeshore and River Run Park Improvements – City of Miramar, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager and EOR for master planning and civil design of the improvements. Improvements included building modifications, additional parking, new lighting, grading and drainage and reconfiguration of existing parking, and park appurtenances such as benches, trash collectors, new fountains and playgrounds. Cost/Fees Paid: $118,604.64 – Construction Cost: $700,000.00. STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME ROBERT J. BEHAR, PE 13. ROLE IN THIS CONTRACT Civil Engineering, Maintenance ofTraffic 14. YEARS EXPERIENCE a. TOTAL45 b. WITH CURRENT FIRM21 15. FIRM NAME AND LOCATION (City and State)R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization)M.E. Structural Engineering, University of FloridaB.S. Civil Engineering, University of Florida 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)P.E. No. 21755 Florida, 1980 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Mr. Behar is a voting member of the Florida Greenbook Committee. He was an original member and helped develop the American Society of Civil Engineers (ASCE) publication “Context Sensitive Highway Design Principles” and he is currently a member of the Subcommittee for the development of the Complete Streets Chapter in the Florida Greenbook. Mr. Behar was awarded the Ben Watts Partnership Award in 2010. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)W.76th Street from Hialeah Gardens Boulevard to W. 36 Avenue, Miami-Dade County, Florida – City of Hialeah (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager who was responsible for the lighting design calculations and lighting plans; signing, marking and channelization plans as well. The scope of this project consisted of roadway reconstruction and some milling and resurfacing of a two-lane road, curb and gutter type F, valley gutter, new sidewalks, on-street parking, exfiltration drainage systems, storm sewers, sodding, signing, pavement markings, and roadway lighting. This is part of the continuous neighborhood improvement program the City has been conducting for years. Under this program RJ Behar has completed more than 50 miles of City street improvements. Cost/Fees Paid: $50,038.00 Construction Cost: $ 1,110,000 b. (1) TITLE AND LOCATION (City and State)Miami River Greenways, Segment D, Miami-Dade County, Florida – City of Miami (2) YEAR COMPLETED PROFESSIONAL SERVICES 2010 CONSTRUCTION (If applicable) 2011 (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager who was responsible for the reconstruction of an existing roadway segment along the Miami River to produce a scenic, landscaped, pedestrian/bicycle walkway/greenway. The project includes the design of a drainage system with injection wells, decorative lighting, and landscape/hardscape design. Cost/Fees Paid: $326,957 Construction Cost: $3,200,000 c. (1) TITLE AND LOCATION (City and State)NE 151st Street Improvements, Miami-Dade County, Florida – Oleta Partners LLC/Miami-Dade County (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal in Charge for the final design for the reconstruction of a segment of NE 151st Street from west of US 1/SR 5 to Bay Vista Boulevard (1 mile) within the City of North Miami. Scope of services includes roadway design, drainage design, signing and pavement markings, signalization, lighting, wetland assessment, contamination assessment and overall utility coordination. NE 151st Street is an off-system roadway bound by the Florida Greenbook for its design criteria. Project Length: 0.876 miles; Cost/Fees Paid: $498,000.00; Construction Cost: $5,757,000.00. d. (1) TITLE AND LOCATION (City and State)NW 87th Avenue, Miami-Dade County, Florida –FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2019 (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmPrincipal in Charge/Project Manager for roadway design of new construction and reconstruction. This project included roadway plans, drainage, traffic, lighting, signing and marking, signalization and bridge plans. He assisted during construction, which included post design services, providing responses to RFIs and request for modifications, meeting in the field with the Contractor and Construction Inspection Team. Project length: 2 miles FM#: 405615-3-52-01; Cost/Fees Paid: $2,994,823.00; Construction Cost: $34,800,000 e. (1) TITLE AND LOCATION (City and State)I-95 At 6th Avenue Interchange PD&E, Palm Beach County, Florida – FDOT,District 4 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal in Charge for the preparation of the Interchange Modification Report, all engineering analyses, Contamination Assessment Report, project management, cost estimates, and preparation of the Preliminary Engineering Report and the Class of Action (Categorical Exclusion Type II) documents. The major project issues were traffic congestion, possible relocations, 4(f) properties, major utilities, and location of wellfields. FM No.: 436963-1-22-01; Contract No.: C9N55; Cost/Fees Paid: $786,766.00; Construction Cost: $14,000,000. STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME HANS MURZI, PE, CFM 13. ROLE IN THIS CONTRACT Hydrology 14. YEARS EXPERIENCE a. TOTAL 18 b. WITH CURRENT FIRM 6 15. FIRM NAME AND LOCATION (City and State) R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization) M.S. Environmental Engineering Florida International University/2002 B.S. Chemical Engineering, University of Los Andes, Merida, Venezuela/2000 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) P.E. Florida License No. 67767/2008 Certified Floodplain Manager Qualified Stormwater Management Inspector 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Murzi is a water resources engineer with fifteen years of experience including hydrologic and hydraulic analysis and modeling of rivers and flood control systems, natural resources restoration projects, and watershed management. Also, rural and roadway drainage design, drainage field inspections, drainage plan reviews and QA/QC of water resources models and drainage reports. The experience includes use of several computer programs such as XPSWMM, HEC-RAS, AdICPR, MIKE SHE/MIKE 11, ASAD, ArcGIS. Mr. Murzi is a Certified Floodplain Manager. He is also member of the FICE Water Resources Committee. 19. RELEVANT PROJ ECTS a. (1) TITLE AND LOCATION (City and State) Lyons Park Neighborhood Improvement Project, Pompano Beach, Florida – City of Pompano Beach (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer: He is responsible for the preparation of the stormwater design of the proposed improvements. The project area suffers from flooding problems as documented in the City Stormwater Master Plan (SWMP). This project intends to improve the drainage systems within the project area. Cost/Fees Paid: $409,793 – Construction Cost: $15,000,000 (Estimate). b. (1) TITLE AND LOCATION (City and State) Central Broward Water Control District (CBWCD) Engineer Services – Broward County, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm District Engineer responsible for the reviewing plat submittals, paving and grading plans and as-built plans for development permits in the CBWCD. Responsibilities include; ensuring that all site plans comply with CBWCD engineering criteria, review and evaluate requests for variances, provide technical support to CBWCD Board during public hearings for variances request. Site visits are performed as necessary as well as coordination with CBWCD staff in order to ensure that site development requirements are met. Project Length: Not applicable Cost/Fees Paid: $425,948.07 (as 12/20/2019) – Construction Cost: Not Applicable. c. (1) TITLE AND LOCATION (City and State) Booster Stations Seawall Repair #1, Miami-Dade County, Florida – Town of Medley (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Preparation of fill and dredge plans and permitting packages for SFWMD (ERP and ROW) and USACE (Sections 404 and 408). The project includes repair of damaged seawalls after hurricane Irma. Cost/Fees Paid: $41,961.37; Construction Cost: $134,248.00 (Estimate) d. (1) TITLE AND LOCATION (City and State) Miscellaneous Drainage Projects, City of Doral, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Drainage Engineer/Engineer of Record: He was responsible for design of drainage improvements at several locations, supervising the preparation of plans and permitting of the improvements. Project Length: Varied Cost/Fees Paid: $21,395.50 Construction Cost: $177,539.50 e. (1) TITLE AND LOCATION (City and State) Stormwater Master Plan Implementation for NW 29th Street and NW 31st Street – City of Doral, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for providing drainage improvements to two (2) specific locations identified in the City’s master plan as sub basin D- 3. He is providing the design of the drainage improvements, permitting, French drains. Project Cost: $32,600 – Construction Cost: $580,000 (Estimated). STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME PAOLA RIVEROS, PE 13. ROLE IN THIS CONTRACT Signing, Pavement Marking, Signals 14. YEARS EXPERIENCE a.TOTAL 20 b. WITH CURRENT FIRM 20 15.FIRM NAME AND LOCATION (City and State)R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization)B.S. Civil Engineer, Florida International University/2001 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) P.E. Florida No.74249/2012 P.E. Washington, D.C., No. 905769/2010 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.)Ms. Riveros has been responsible for the preparation of roadway plans, Maintenance of Traffic (MOT) plans, drainage plans and site plans throughout South Florida. She is fully knowledgeable of Microstation Open Roads and Civil 3D. She was recipient of the Governor’s Project Team Award for her participation as Project Manager on the I-95 PD&E study from Stirling Rd to Oakland Park Blvd. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)I-95 at 6th Avenue Interchange Final Design, Palm Beach County, Florida – Florida Department of Transportation (FDOT), District 4 (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for the interchange improvements, which includes a Level IV CAP, six typical sections, pavement design, access management, TCP plans, temporary lighting on all ramps, drainage, utility coordination, Environmental Permits, signing and marking plans, signalization and complete management of all subconsultants. The project also includes milling and resurfacing, adding bike lines, upgrading roadway signs and curb ramps to meet the current ADA standards, adding exclusive right turn lanes, and modifications to existing CSX tracks and overhead railroad structure. Project #: 436963-1-32-01; Project Length: Interchange; Cost/Fees Paid: $750,000.00; Construction Cost: $TBD. b. (1) TITLE AND LOCATION (City and State)NE 151st Street Improvements, Miami-Dade County, Florida – Oleta Partners LLC/Miami-Dade County (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Engineer: She is responsible for assisting with the roadway design, drainage design, signing and pavement markings, signalization, lighting, Temporary Traffic Control Plan (TCP) design, wetland assessment, and utility coordination. NE 151st Street is an off-system roadway bound by the Florida Greenbook, for its design criteria. Drainage design includes a series of interconnected French drains with drainage wells. Cost/Fees Paid: $498,000.00; Construction Cost: $5,757,000.00; Project Length: 0.876 miles c. (1) TITLE AND LOCATION (City and State)SW 35th Avenue from SW 29th Street to SW 28th Street – City of Miami, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Manager in charge of civil engineering servicees, milling and resurfacing, pavement marking and signing, ADA ramps, drainage improvements, permitting, utility coordination, cost estimates, and construction administration services. Project Length: 0.117 miles; Cost/Fees Paid: $40,908.00; Construction Cost: $216,142.20 (Estimate). d. (1) TITLE AND LOCATION (City and State)SW 136th Street from US-1 to Old Cutler Road Lap Project, Miami-Dade County, Florida – Village of Palmetto Bay/ FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) Post Design Services (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Engineer: She was responsible for designing the roadway plans, pavement marking and signing plans, utility coordination, drainage design and, permitting. The improvements will require milling and resurfacing the existing roadway and pavement widening to accommodate an on-road dedicated bicycle lane. The primary challenge for this project was accommodating the proposed sidewalks and bicycle lanes in a right of way constrained corridor. Project #: 434687-1 ; Project Length: 1.92; Cost/Fees Paid: $193,171.00; Construction Cost: $1,700,345.00 (Estimated). e. (1) TITLE AND LOCATION (City and State)SR-25/Okeechobee Road from W 7th Avenue to NW 36th Street, Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Engineer: The scope of work included milling and resurfacing, intersection island modifications and removals, upgrading pedestrian facilities to comply with ADA requirements, guardrail upgrades, signalization improvements, new signing and pavement markings and bridge railing upgrades, TTCP plans, and post design services. The project scope also included the addition of paved shoulders along both sides and culvert relocation at Frontage Road. Project #: 425979-2-32-01; Cost/Fees Paid: $524,942.00; Construction Cost: 1,680,000.00. Project Length: 1.506 miles. STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME JOSE A PEÑA-RAMOS, MSCE, PE 13. ROLE IN THIS CONTRACT Roadside Barriers & Guiderails, Structural Engineer 14. YEARS EXPERIENCE a. TOTAL 25 b. WITH CURRENT FIRM 2 15. FIRM NAME AND LOCATION (City and State) R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, Florida 33332 16. EDUCATION (DEGREE AND SPECIALIZATION) B. S. Civil Engineering, Polytechnic University of Puerto Rico, 1993 Master in Structural Engineering, Polytechnic University of Puerto Rico, 2012 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Florida Licensed Professional Engineer - Lic. Num. 67863 Puerto Rico Licensed Professional Engineer - Lic. Num. 15747 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Peña performs structural engineering calculations and reviews structural plans. Mr Peña's experience includes havin g worked for the US Department of Urban Development, US Coast Guard, US Army COE, Federal Highway Administration and as a consultant. His experience included Florida and Puerto Rico. He has performed project engineering and structural design and support required for the preparation of plans and specifications for civil works projects including bridges, culverts, pump stations, spillways, retaining walls, and ancillary buildings. Project engineering functions have included preparing project schedules and budgets, establishing design criteria, interdisciplinary coordination, internal and external technical review, establishing bid solicitation evaluation criteria, contractor bid evaluation, value engineering, and presenting technical review briefings. Job responsibilities have also included technical review and oversight of A/E designs, as well as the supervision of engineering and drafting. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) SR 845/Powerline Road at NW 59th Court Intersection, Palm Beach County, Florida –Florida Department of Transportation (FDOT), District 4 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer of Record in charge of preparing the design for construction plans for the special foundation for the mast-arm, a multi-post and light pole foundations. Project #: 441381-1-32-01; Cost/Fees Paid: $189,683.00; Construction Cost: $589,516.59; Project Length: Intersection. b. (1) TITLE AND LOCATION (City and State) SR 997/Krome Avenue from SW 312th Street/Campbell Drive to SW 296th Street, 3R –Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer who provided quality control review of structural calculations mast-arm design and special notes. Project #: 405575-9-32-01; Consultant Fees: $134,800; Construction Cost: $3.5 million; Project Length: 1 mile. c. (1) TITLE AND LOCATION (City and State) Mast Arm Replacement Weston Road & Emerald Estates Drive, Broward County, Florida – City of Weston (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer of Record: He was responsible for preparing the design for construction plans for a Mast Arm Replacement. Project #: N/A Project Length: Intersection d. (1) TITLE AND LOCATION (City and State) Lakeside Community Hurricane Damage Repair, Miami-Dade County, Florida – Town of Medley (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Provided Quality Control Review of structural calculations for design of repairs to damaged seawalls due to Hurricane Irma. Project #: WO LS1810.01 Cost/Fees Paid: $51,900.00 Construction Cost: $763,000 (Estimate). e. (1) TITLE AND LOCATION (City and State) B 134 Paint Building, Palm Beach County, Florida – SFWMD (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Provided quality control review of structural calculations. RJ Behar provided structural engineering services for the project which included: wind loading calculations on the pre-fabricated building, and foundation calculations and reinforcement design. RJ Behar input will be used in producing plans and SFWMD standard specifications will be used to tailor towards this project. RJ Behar provided input in the engineering design report. Cost/Fees Paid: $23,400 – Construction Cost: $444,900. STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 12. NAME RAFAEL DE ARAZOZA, PE, PTOE, CPM 13. ROLE IN THIS CONTRACT Traffic Engineering & Transportation 14. YEARS EXPERIENCE a. TOTAL 45 b. WITH CURRENT FIRM 10 15. FIRM NAME AND LOCATION (City and State) R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization) BS Civil Engineering, Florida International University, 1975 AS Civil Engineering, Miami-Dade College, 1972 Florida State University/FDOT, Certified Public Manager (CPM), 1989 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) PE Florida License No. 24487/1980 Professional Traffic Operations Engineer (PTOE) No. 2852/2010 Florida State/FDOT, Certified Public Manager (CPM)/1989 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. De Arazoza experience includes supervising and providing technical guidance and support to transportation planning, roadway design and traffic engineering personnel throughout his career. He provided and continues to provide management and technical support fo r traffic engineering and safety studies, transportation planning, land use planning, including public involvement and coordination with local governments. He provided quality assurance and quality control on all of the above activities. He has worked in both private and governmental agencies, including FDOT and Broward County. Mr. De Arazoza has held many high level management positions throughout his career. He is well-versed in traffic engineering and roadway design standards and procedures. 1 9. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) Districtwide Traffic Operations/Safety Studies - Florida Department of Transportation (FDOT), District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager who is performing traffic operations and safety studies, to date, RJ Behar has successfully completed 58 studies, identifying operational and safety improvements, which include Crash Analysis, Highway Lighting Study, Fatal Crash Review, Intersection Safety and Traffic Operations Study, Roadway Lighting Field Inventory, Speed Data Collection, Spot Speed Study and Safe Curve Speed Study, Vehicle Gap Analysis, Traffic Data Collection, Road Safety Audit, Intersection Quality Assessment Study, Intersection Improvements, Traffic Signal Warrant Analysis. Project Cost: TWO varies. b. (1) TITLE AND LOCATION (City and State) Palmetto Bay Village Center & Old Cutler Bay Road Traffic Study, Miami-Dade County, Florida – Village of Palmetto Bay (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager: He was responsible for reviews of the studies to ensure that all pertinent data and analyses complied with applicable standards, policies, procedures and guidelines; such as the latest versions of the Highway Capacity Manual, the Florida Department of Transportation Quality/Level-of-Service Handbook, the Institute of Transportation Engineers Trip Generation 9th Edition and the Village. RJ Behar performed reviews of the Traffic Impact Study, Traffic Calming Studies, Traffic Operations/Safety Studies, and provided a report with the findings, comments and recommendations. Cost/Fees Paid: $2,920.00; Construction Cost: N/A; Project Length: 41.59 Acres c. (1) TITLE AND LOCATION (City and State) Traffic Engineering Services and Highway Functional Class; Function Study, Broward County, Florida – City of Miramar (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for successfully completing a signal warrant study and the Roadway Functional Classification & Jurisdictional Transfers studies for the City as well. Cost/Fees Paid: $30,247; Construction Cost: N/A d. (1) TITLE AND LOCATION (City and State) Transportation Planning & Traffic Engineering Services, Miami-Dade County, Florida - City of Doral (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager responsible for performing traffic operations, safety, street traffic calming and signal warrants studies, as well as reviewing and preparing numerous traffic impact studies for the City. As part of these studies, recommendations were made to address identified operational and safety deficiencies. Cost/Fees Paid: 40,000; Construction Cost: N/A e. (1) TITLE AND LOCATION (City and State) Traffic Calming Reviews – City of Doral, FL (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager who reviewed written portions of the report and reviewed the responses from Doral’s Public Works Department; reviewed traffic count data and intersection analyses for existing and future conditions; reviewed speed data and vehicular queuing analyses; reviewed vehicular stop/delay analyses; reviewed of Trip Generation/Distribution analyses; met with Doral’s PWD staff to discuss results and findings; performed field reviews during AM & PM peak periods to assess traffic operations and safety, and reviewed the response comments from the applicant and advising the City of these. Project Cost: $10,000. STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME MICHELLE LEON, EI 13. ROLE IN THIS CONTRACT Traffic and Transportation Engineering, Designer 14. YEARS EXPERIENCE a. TOTAL 6 b. WITH CURRENT FIRM 6 15. FIRM NAME AND LOCATION (City and State) R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, Florida 33332 16. EDUCATION (DEGREE AND SPECIALIZATION) BS Civil Engineering, Florida International University/ 2012 17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Engineer Intern #: 1100019645, 2016 Certifications: TIN #: C440540877610 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) CERTIFICATIONS:TIN #: L500540877610 Earth Work I & II Pile Driving Inspector Asphalt Paving Level I & II Drilled Shaft Inspector Asphalt Plant I Final Estimates I & II 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) NE 3rd Avenue/Progresso Drive/Florida East Coast (FEC) Railroad Crossing Traffic Study, City of Fort Lauderdale – Broward County Public Works Department (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer – Performed the Synchro model runs for a traffic study to evaluate needs for improvements at the NE 3rd Avenue railroad crossing. Cost/Fees Paid: $19,615.20 – Construction Cost: Study. b. (1) TITLE AND LOCATION (City and State) City Center and Traffic Signals Warrant Analysis – City of Pembroke Pines, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer: She performed the traffic counts including turning movements counts. The objective of this traffic study was to determine the impact of the vehicular traffic generated from the proposed development project. The traffic analyses focused on determining the effects in a 2- year projection time period and assessed the existing and future conditions with and without the project’s generated vehicular traffic. The scope of work included traffic data collection, trip generation analysis, trip distribution, trip assignment, crash history and capacity/level-of-service (LOS) analyses. Cost/Fees Paid: $57,873.75 - Construction Cost: Study c. (1) TITLE AND LOCATION (City and State) SR-860/Miami Gardens Drive/NW 186th Street Intersection Quality Assessment, Miami-Dade County, Florida – FDOT, District 6 (2)YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer: She obtained the traffic Data collection (72-Hr continuous traffic counts). The purpose of this task was to evaluate the location and determine the need for a traffic signal/pedestrian crossing and it also assessed the operational and safety conditions at this intersection and to make recommendations for improvements and/or further study if necessary. FM: 414052-2-32-01; Contract Number: C-9ASI; Task Work Order No.: 44. Cost/Fees Paid: $7,613.00 – Construction Cost: Only Study d. (1) TITLE AND LOCATION (City and State) Traffic Data Collection NW 107th Avenue, NW 12th Street, Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Data Collection Technician - Ms. Leon was responsible for performing traffic counts during peak intervals of the day. The purpose of this task work order was to collect vehicular volume counts and obtain travel time/delay data along NW 107th Avenue and 12th Street in the areas of the Dolphin Mall and International Mall, including several intersections. Collected data was used in traffic signal retiming tasks for Miami-Dade County. Cost/Fees Paid: $57,918.14 – Construction Cost: N/A e. (1) TITLE AND LOCATION (City and State) SR-5/US-1 Riviera Drive to Kendall Dr Traffic Counts TWO #19, Miami-Dade County, Florida – Florida Department of Transportation (FDOT) District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2015 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Data Collection Technician – She was responsible for traffic counts during peak intervals of the day. The purpose of this task work order was to collect vehicular volume counts and obtain travel time/delay data along SR5/US1/ South Dixie Highway between Riviera Drive and Kendall Drive to be used in traffic signal retiming tasks for Miami-Dade County. Cost/Fees Paid: $72,778.41 – Construction Cost: Study STANDARD FORM 330 (REV. 8/2016) PAGE 2 FDOT Concrete Field Technician Level 1 APNGA Portable Nuclear Gauge ACI Concrete Field Technician FDOT Critical Structures Stormwater Erosion Sedimentation Control FDOT MSE Wall US DOT Hazmat Certification Class Advanced Maintenance of Traffic E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME JOSSMEL CRUZ-GARCIA, MS, EI 13. ROLE IN THIS CONTRACT Structural/Roadside Barriers & Guiderails/Designer 14. YEARS EXPERIENCE a. TOTAL 3 b. WITH CURRENT FIRM 3 15. FIRM NAME AND LOCATION (City and State) R.J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, Florida 33332 16. EDUCATION (Degree and Specialization) M.E. Structural Engineering, University of Puerto Rico, July 16, 2017 B.S. Civil Engineering, University of Puerto Rico, June 2015 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline) Engineer Intern No. 1100023398, 2019 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) At RJ Behar he works in the design of structural elements and performs inspections of infrastructure and building projects. H e has a thorough understanding of advanced structural engineering and the associated computer skills. His experience has included design of water control structures; miscellaneous structures; signal mast arm foundations; seawall design and rehabilitation; and development of structural applications of metallic, non-metallic or composite materials for ships. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State) SR 25/Okeechobee Road from W. 7th Avenue to NW 36th Street, Miami-Dade County, Florida – Florida Department of Transportation (FDOT), District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2020 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer: As part of the post-design services, he was responsible for reviewing the mast arm and overhead cantilever sign shop drawings; reviewing the mast arm design calculations shop drawings; reviewed the cantilever sign foundation shop drawings; reviewed the multi- post foundation shop drawings; designed spread footings for the light pole; and performed the structural design of a barrier wall for pier protection. Project #: 425979-2-32-01; Cost/Fees Paid: $524,942.00; Construction Cost: 1,680,000.00; Project Length: 1.506 miles. b. (1) TITLE AND LOCATION (City and State) NW 87th Avenue, Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2019 (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer who designed and checked shop drawings for the light pole spread footers. He also designed and checked shop drawings for the pedestrian post special foundation detail. Project Length: 2 miles. FM#: 405615-3-52-01 – Cost/Fees Paid: $2,994,823.00 – Construction Cost: $34,800,000.00 (Estimated). c. (1) TITLE AND LOCATION (City and State) Booster Stations Seawall Repair #1, Miami-Dade County, Florida – Town of Medley (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Lead Engineer for designing rows of pre-stressed soil anchors (or similar drilled-in tiebacks) to provide horizontal resistance for the upper portion of an existing seawall. The repair will run the full length of the south pump station seawall plus roughly 10’ on each side of the pump station building. Structural design of the wall will follow the requirements and recommendations of the Florida Department of Transportation Structure Design Guidelines, dated January 2016, Chapter 3 for Retaining Walls. Wall design calculations, assumptions, etc., will be documented in a computation book report. He was also responsible for assisting with hydraulic calculations, estimates of probable cost and permitting. Cost/Fees Paid: $41,961.37 – Construction Cost: N/A. d. (1) TITLE AND LOCATION (City and State) Booster Stations Seawall Repair #1, Miami-Dade County, Florida – Town of Medley (2) YEAR COMPLETED PROFESSIONAL SERVICES 2019 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Lead Engineer for designing rows of pre-stressed soil anchors (or similar drilled-in tiebacks) to provide horizontal resistance for the upper portion of an existing seawall. The repair will run the full length of the south pump station seawall plus roughly 10’ on each side of the pump station building. Structural design of the wall will follow the requirements and recommendations of the Florida Department of Transportation Structure Design Guidelines, dated January 2016, Chapter 3 for Retaining Walls. Wall design calculations, assumptions, etc., will be documented in a computation book report. He was also responsible for assisting with hydraulic calculations, estimates of probable cost and permitting. Cost/Fees Paid: $41,961.37 – Construction Cost: N/A. e. (1) TITLE AND LOCATION (City and State) Seawall Design at Tobie Wilson Park, Miami-Dade County, Florida – Town of Medley (2) YEAR COMPLETED PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Engineer who is assisting with the structural analysis and design, and plans preparation. The scope of work will include design of approximately 850 feet of a new bulkhead wall located along the south bank of the Miami Canal. Cost/Fees Paid: $112,000 – Construction Cost: $2,800,000 (Estimated). STANDARD FORM 330 (REV. 8/2016) PAGE 2 E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME NANETTE AKYAZ-GOMEZ 13. ROLE IN THIS CONTRACT Designer 14. YEARS EXPERIENCE a. TOTAL20 b. WITH CURRENT FIRM19 15. FIRM NAME AND LOCATION (City and State) R. J. BEHAR & COMPANY, INC. 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 16. EDUCATION (Degree and Specialization) A.A. Degree/Broward Community College, 1992 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)N/A 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) At RJ Behar, Ms. Akyaz is responsible for plans preparation in MicroStation Geopak software. Her design skills include development of complex highway alignment, integrating drainage and utility information, digital plan submittals and participation in plan review and quality control efforts using District 4’s ERC module. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)NE 151st Street Improvements, Miami-Dade County, Florida – Oleta Partners LLC/Miami-Dade County (2) YEAR COMPLETED PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmDesigner. She is responsible for preparing the roadway design plans. The scope of the project includes roadway design, Temporary Traffic Control Plan (TTCP) design, pavement marking and signing, signalization, lighting, drainage and permitting, utility coordination, contamination assessment and wetland delineation/assessment. Cost/Fees Paid: $498,000.00 Construction Cost: $ 5,757,000 Project Length: 0.876 miles b. (1) TITLE AND LOCATION (City and State)NW 87th Avenue, Miami-Dade County, Florida – Florida Department of Transportation (FDOT), District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2019 (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmRoadway Designer: She assisted with preparation of roadway design plans and was responsible for quantities. The scope of services for this project included Roadway/TTCP design, pavement marking and signing, signalization, lighting, drainage and permitting, bridge construction, utility coordination, traffic study, traffic counts, traffic projections, and traffic warrants services. Project Length: 2 miles. FM#: 405615-3-52-01 – Cost/Fees Paid: $2,994,823.00 – Construction Cost: $34,800,000.00 c. (1) TITLE AND LOCATION (City and State)SR-5/US-1/Biscayne Boulevard Resurfacing from NE 199th Street to NW 213th Street, Miami-Dade County, Florida – FDOT, District 6 (2) YEAR COMPLETED PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Designer responsible for production of the roadway plans. The scope of services includes milling and resurfacing, signing and pavement markings, traffic control plans and ADA and pedestrian features upgrades. Project Length: 1.2 miles Project No.: 414624-3-32-01; Cost/Fees Paid: $228,638.00 – Construction Cost: $3,520,907.11 d. (1) TITLE AND LOCATION (City and State)E. 6 th Avenue to E. 8th Avenue from Hialeah Drive to E. 5th Street – City ofHialeah, Florida (2) YEAR COMPLETED PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Designer: She was responsible for the plan’s preparation. The scope of this project consisted of roadway reconstruction and some roadway milling and resurfacing for a two-lane road, curb and gutter Type F, curb valley gutter, sidewalk, on-street parking, exfiltration drainage system, storm sewers, sodding, signing and pavement markings and roadway lighting. Cost/Fees Paid: $185,378.00 - Construction Cost: $2,983,967.00 - Project Length: 1.210 miles e. (1) TITLE AND LOCATION (City and State)SR-7/US-441 Roadway Lighting and NW 11th Place Pedestrian Lighting Improvements, City of Lauderhill, Florida – FDOT, District 4; LAP Project (2) YEAR COMPLETED PROFESSIONAL SERVICES 2012 CONSTRUCTION (If applicable) (3) BRIEF DESCRIPTION (Brief scope size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firmProject Designer: She was responsible for the plan’s preparation. The scope of this project included milling and resurfacing, installation of decorative stamped concrete and asphalt, lighting, landscaping, and street furniture. This was a FDOT Local Agency Program (LAP) Project. Project No.: 424311-1-52-1 Project length: 0.45 miles. Cost/Fees Paid: $65,601.00 – Construction Cost: $430,000.00 STANDARD FORM 330 (REV. 8/2016) PAGE 2 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED DESIGN BUILD CRITERIA PACKAGE FOR GATEWAY PARK PEDESTRIAN BRIDGE – CITY OF SUNNY ISLES BEACH, FLORIDA PROFESSIONAL SERVICES 2014 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, Florida 33160 b. POINT OF CONTACT NAME Ms. Susan Simpson Assistant City Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (305) 792-1800 E-mail: ssimpson@sibfl.net 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The City of Sunny Isles Beach contracted R.J. Behar & Company, Inc. (RJ Behar) to prepare a conceptual design and design-build criteria package (DB) for the Gateway Park Pedestrian Bridge. The project involved the design and construction of a pedestrian access bridge over the westbound ramp of SR-826 (aka Sunny Isles Boulevard) to connect a parcel of City-owned property that lies between the eastbound and westbound SR-826 ramps. RJ Behar developed a preliminary concept plan; preliminary design plans, obtained all the necessary permits, and prepared the design-build criteria package. The preliminary design included the preparation and approval of the typical section(s) package, the preparation and approval of the pavement design(s), identified and obtained approval of the design variances or exceptions, and provided preliminary utility coordination. RJ Behar also assisted with post design services for the project and reviewed the Contractor’s proposals and the selected contractor-design team’s final construction plans. Cost/Fees Paid: $57,000 │Construction Cost: $450,000 (Estimated) Key Personnel: Robert J. Behar, PE – Principal in Charge │ Javier Rodriguez, PE – Project Manager │Andrea Virgin, PE, LEED AP –Project Engineer │Yulet Miguel, PE – Project Engineer 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Design Build Criteria Package b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED NW 87TH AVENUE FROM NW 74TH STREET TO NW 103RD STREET, MIAMI-DADE COUNTY, FLORIDA PROFESSIONAL SERVICES 2016 CONSTRUCTION (If applicable) 2019 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Florida Department of Transportation District 6 1000 NW 111th Avenue Miami, Florida 33172 b. POINT OF CONTACT NAME Ms. Ana Arvelo, PE Project Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (305) 470-5210 Fax: (305) 470-6725 E-mail: ana.arvelo@dot.state.fl.us 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The scope of the project consisted of final design for the reconstruction of a segment and new construction of NW 87th Avenue from NW 74th Street to NW 103rd Street (2 miles), within the Town of Medley, Florida. NW 87th Avenue is primarily a north-south urban arterial, Miami-Dade County owned roadway, with a design speed of 40 mph. The proposed improvements will provide a much needed north- south corridor along western Miami-Dade County. R.J. Behar & Company, Inc. (RJ Behar) was responsible for the roadway design, traffic studies, drainage design, signing and pavement markings, signalization, lighting, and overall coordination. NW 87th Avenue is an off-system roadway bound by the Florida Greenbook, for its design criteria. The NW 87 Avenue project included a Shared Use bicycle lane, also known as a “Sharrow”. The Shared Use bicycle lane was accomplished by utilizing a 14-foot wide outside travel lane that will be shared by bicyclists and motorists. The scope of this project included a traffic study to evaluate existing conditions and develop short-range and longer-term improvement alternatives to address identified deficiencies and evaluate the proposed alternatives and to determine the optimal geometrics. Traffic projections, traffic operations and signal warrants for eight intersections in an area involving three major roadways were also performed. Several improvements were identified that significantly improved operation and safety. Study was successfully completed and received approval by FDOT The drainage design for the project included a series of interconnected French drains and new outfall to the Miami Canal. The design was especially challenging because of the presence of contamination in several parts of the project. The project was permitted with the South Florida Water Management District and the Miami Dade Department of Environmental Protection (DERM). The project included a new bridge over the Miami Canal. A Bridge Hydraulic Report (BHR) was prepared for the new crossing, addressing canal hydraulics, scour and bridge clearances. Cost/Fees Paid: $2,994,823│Construction Cost: $ 34,800,000 (Estimated)│FM#: 405615-3-52-01 │Project Length: 2 miles Key Personnel: Robert J. Behar, PE – Project Manager/Principal in Charge | Juan Vazquez, PE, PH, BCEE – Drainage Engineer | Jasmani Riveron, PE – Project Engineer | Paola Riveros, PE – Project Engineer | Rafael De Arazoza, PE, PTOE, CPM – Traffic Engineer | Carlos Mazorra, PE – Signalization Plans | Hans Murzi, PE, CFM – Project Engineer | Kira Leon, EI – Project Engineer | Nanette Akyaz – Project Designer 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Roadway/Traffic Control Plan (TCP), Design, Pavement Marking and Signing, Signalization, Lighting, Drainage and Permitting, Bridge Construction, Utility Coordination, Traffic Study, Traffic Counts, Traffic Projections, and Traffic Warrants Services. STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SR-7/US-441 ROADWAY LIGHTING AND NW 11TH PEDESTRIAN LIGHTING IMPROVEMENTS – CITY OF LAUDERHILL, FLORIDA/FDOT DISTRICT 4; LAP PROJECT PROFESSIONAL SERVICES 2012 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Lauderhill 5581 W. Oakland Park Boulevard, Lauderhill, FL 33313 b. POINT OF CONTACT NAME Mr. J. Martin Cala, PE City Engineer c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954) 730-2960 Fax: (954) 730-3071 E-mail: jmcala@lauderhill-fl.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The City of Lauderhill proposed the construction of a pedestrian access to the new Central Broward Regional Park and the future Performing Arts Center and Library on NW 11th Place. The project scope included the installation of roadway lighting along SR-7 from 400’ north of SR-838 (Sunrise Boulevard) to NW 12th Street, and decorative pedestrian lighting along NW 11th Place. Additional improvements included milling and resurfacing, installation of decorative stamped concrete and asphalt, lighting, landscaping, and street furniture. The installation of concrete sidewalk/pedestrian path connecting NW 11th Place to the park facilities and the installation of decorative pavers, street furniture, and decorative crosswalks at the intersection of SR-7/US-441 and NW 11th Place were also included. This is a FDOT Local Agency Program (LAP) Project. R.J. Behar & Company, Inc. (RJ Behar) was assigned by the City of Lauderhill to perform design, quality assurance reviews of the plans, permitting and coordination with the respective agencies. RJ Behar also provided post design services of the project to ensure the improvements are constructed in accordance with the design. Project length: 0.45 miles. Cost/Fees Paid: $65,601 │Construction Cost: $430,000 (Estimated) Key Personnel: Robert J. Behar, PE – Principal in Charge │Javier Rodriguez, PE – Project Manager │Andrea Virgin, PE, LEED AP – Project Engineer │Rohan Punit, EI – Project Engineer │Marlin Scattolini, PE – Project Engineer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Roadway lighting, design, milling and resurfacing, quality assurance, permitting and construction administration services. b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SW 36TH AVENUE - PEDESTRIAN BRIDGE PATH - LAP PROJECT – CITY OF POMPANO BEACH, FLORIDA PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Pompano Beach 1201 NE 5th Avenue Pompano Beach, Florida 33060 b. POINT OF CONTACT NAME Mr. John Sfiropoulos, PE City Engineer c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954) 786-4060 John.Sfiropoulos@copbfl.com 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The City of Pompano Beach proposed to construct a pedestrian bridge along SW 36th Avenue between McNab Road and Palm Aire Drive. The project scope included the installation of a 5’ sidewalk along the west right-of-way line of the corridor north of McNab Road to Palm Aire Drive, connecting portions of sidewalk along the east right-of-way line of the corridor, installing a pedestrian bridge over Broward County’s Canal “A”, and installing a pedestrian crosswalk at the intersection of SW 36th Avenue and Gateway Drive. Cost/Fees Paid: $122,660.00│Construction Cost: $794,009.74│ Financial Project ID: 431715-1-58-01 Key Personnel: Robert J. Behar, PE – Principal in Charge │Javier Rodriguez, PE – Project Manager │Yulet Miguel, PE – Project Engineer │Rohan Punit, EI – Project Engineer │Mylene Almeida, EI – Project Engineer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Civil Engineering b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE e. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE f. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SR-A1A (CARLIN PARK) BRIDGE REPLACEMENT PALM BEACH COUNTY, FLORIDA PROFESSIONAL SERVICES 2013 CONSTRUCTION (If applicable) 2014 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Palm Beach County Department of Engineering & Public Works Division of Roadway Production – Special Projects Section. 2300 North Jog Road West Palm Beach, Florida 33411 b. POINT OF CONTACT NAME Mr. David L. Young, PE Project Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (561) 684-4150 Fax: (561) 684-4166 E-mail: Dlyoung@pbcgov.org 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Palm Beach County’s (County) Roadway and Bridge Division decided to replace the existing bridge on SR-A1A, (also referred to as Alternate A1A or Ocean Boulevard) which crosses tidal waters within Carlin Park, a County owned park, in Jupiter, Florida. R.J. Behar & Company, Inc. (RJ Behar) developed the design for the new bridge replacement with a new bridge similar to the existing bridge (span = 15’) with similar substructure consisting of piles and sheeting. The design included wing walls for each quadrant, preferably adjacent to the back of the sidewalk, in order to reduce construction impacts within the sensitive coastal environment. The roadway design included the necessary approach modification to the new bridge. The SR-A1A Bridge and Roadway right-of-way is within sensitive coastal wetlands inside Carlin Park. The wetlands are affected by tidal waters with several species of mangroves near the bridge. Through minimization and avoidance efforts during design, impacts to the wetland were avoided. The project received a permit exemption per Florida Statutes 403.813 (l) from t he South Florida Water Management District, and the milling and resurfacing were determined to be a No-Notice General Permit (GP) per 40E‐400.315 FAC. RJ Behar completed and obtained the U.S. Army Corps of Engineers’ permit and the fill and dredge sketches Cost/Fees Paid: $124,676.64 │Construction Cost: $647,089.00 │ PBC Project No.: 2012514 │Evaluation Grade: 99.3 Key Personnel: Robert J. Behar, PE – Principal in Charge │ Sean O’Keefe, PE – Project Manager │Juan H. Vazquez, PE, PH, BCEE – Drainage Engineer │ Jerry Piccolo, PE – Structural Engineer │ Jasmani Riveron, PE – Roadway Engineer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (1)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Bridge Design, Drainage Design, Roadway Improvements, Permitting. 12788 Forest Hill Boulevard, Suite 2003B, Wellington, FL 33414 b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SOUTH ROYAL POINCIANA BOULEVARD TRAFFIC STUDY CITY OF MIAMI SPRINGS, FLORIDA PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Miami Springs 201 Westward Drive Miami Springs, FL 33166 b. POINT OF CONTACT NAME Ms. Tammy Romero Assistant City Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (305)805-5035 E-mail: romerot@miamisprings-fl.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The local residents as well as City of Miami Springs officials were concerned about existing safety and traffic operations conditions along a portion of S. Royal Poinciana Boulevard between East Drive and west of Le Jeune Road due to speeding vehicles and cut-through traffic. RJ Behar & Company, Inc. (RJ Behar) was contracted by the City of Miami Springs to conduct a traffic study to assess vehicular, pedestrian, bicycle safety and traffic operations along the above referenced segment of S. Royal Poinciana Boulevard. The study determined potential measures and roadway improvements to address identified deficiencies and concerns. It also determined, at the conceptual planning level, the feasibility of providing a bicycle path along the roadway. Currently, the roadway is a four-lane undivided facility with two lanes in each direction. Furthermore, this roadway is under the jurisdiction of Miami-Dade County; consequently, proposed significant modifications need to be reviewed and approved by the City as well as the County. Three alternatives were considered during the future year 2028 analyses to improve the safety and traffic operation conditions along S. Royal Poinciana within the study limits: Alternates Two and Three include traffic signal timing and phasing adjustment for the intersection of East Drive and South Royal Poinciana Boulevard. This will reduce the delay time for southeast bound and northwest bound traffic on South Royal Poinciana Boulevard; therefore, it is recommended for implementation by Miami-Dade County | It is recommended to implement Alternative Three which provides for: one lane in each direction along S. Royal Poinciana Boulevard within the study limits, a raised median beginning at Miller Dr. and ending at Coolidge Dr., exclusive left turn lanes at Forrest Dr. and Sheridan Dr., and a Bike Path along the northwest bound direction of S. Royal Poinciana Boulevard. The reduction of lanes will not significantly impact LOS and vehicular delay at the analyzed intersections and roadway segments and will provide for traffic calming, thus reducing the speeding concern. | Alternate Three includes a shared bicycle/vehicle pavement marking in the SEB direction of South Royal Poinciana Boulevard as well as R4-11 (Shared veh/bicycle lane)post mounted signs throughout the roadway. | It is also recommended to install dynamic devices along both directions of travel informing motorists of their speed. | Continue police enforcement of the speed limit along S. Royal Poinciana Boulevard. | Perform a traffic study on the intersection of Okeechobee Road & East Drive to reduce vehicular delays and improve LOS. Cost/Fees Paid: $18,808.37 │Construction Cost: Study | Key Personnel: Robert J. Behar, PE – Principal in Charge │Rafael De Arazoza, PE, PTOE, CPM – Project Manager │Heriberto L Pujols – Project Engineer 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Crash Analysis, Data Collection and Field Observations, Seventy-Two-Hour Vehicular Volume and Speed Counts, Turning Movement Counts, Filed Observations, AM & PM Capacity/Level of Service Analysis, Roadway Link Analysis, Vehicular Traffic Projections, and improvement alternatives. STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SAMSON OCEAN FRONT PARK CITY OF SUNNY ISLES BEACH, FLORIDA PROFESSIONAL SERVICES 2017 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Sunny Isles Beach Sunny Isles Beach Government Center 18070 Collins Avenue, 3rd Floor Sunny Isles Beach, Florida 33160 b. POINT OF CONTACT NAME Mr. Stan Morris Deputy City Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (305) 792-1807 Fax: (305) 792-1614 E-mail: smorris@sibfl.net 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) R.J. Behar & Company, Inc. (RJ Behar) led this renovation effort for the Samson Ocean Front Park located at 17400 Collins Avenue within the City of Sunny Isles. This project involved the design and permitting of a sanitary sewer grinder pump with connection to Dade County Facilities. Additionally, it included the design and permitting for a new driveway access from a Florida Department of Transportation road, Collins Avenue. The project included architectural plans for the addition of two bathroom stalls, full plumbing and electrical upgrades. The landscaping in the park was enhanced and a new stage installed on the site. The project also included all new exterior and interior lighting Cost/Fees Paid: $141,478.00 │Construction Cost: $3 million │Project Length: 2.09 acres Key Personnel: Robert J. Behar, PE – Principal in Charge │Javier Rodriguez, PE – Project Manager │Yulet Miguel, PE –Project Engineer │Elmer Cardenas, PE, CEI – Lift Station Design │Mylene Almeida, EI – Project Engineer │Richard Bolt – Inspector │ Michelle Leon, EI – Inspector. 25.FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE RJ Behar was responsible for the design and permitting of the proposed sewer line and grinder pump on the property, in conjunction with managing all the design aspects of the project. RJ Behar is also responsible for the site geometry, grading, and drainage design. STANDARD FORM 330 (REV. 8/2016) Page 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED INVERRARY ESTATES PRIVACY WALL CITY OF LAUDERHILL, FLORIDA PROFESSIONAL SERVICES 2018 CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Lauderhill Dept. of Environmental & Engineering Services 3800 Inverrary Boulevard, Suite 107 Lauderhill, Florida 33319 b. POINT OF CONTACT NAME Mr. J. Martin Cala, PE City Engineer c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954) 730-2960 Fax: (954) 730-3071 E-mail: jmcala@lauderhill-fl.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The scope of work consisted of the preparation of Construction Documents (CD’s) for the construction of approximately 2,750 feet of an 8-foot prefabricated privacy wall at Inverrary Estates similar in design and aesthetics as existing west of NW 70th Avenue. The limits of the wall shall be along Inverrary Boulevard from NW 44th Street to the canal and along NW 44th Street from Inverrary Boulevard to connect with existing wall west of NW 70th Avenue. It will also include two properties (one north and one south) on either side of NW 54th Court at NW 70th Avenue. It will also include continuation of landscape and irrigation design along NW 44th Court and meandering sidewalk design to create landscaping opportunities as well as all related permitting and construction documents for the implementation of all improvements including geotechnical exploration bid and award support. RJ Behar was in charge of project management, design, utility coordination, permitting, cost estimating, and preparation of all construction documents. Cost/Fees Paid: $33,475│Construction Cost: $850,000 (Estimated) Key Personnel: Juan H. Vazquez, PE – Principal in Charge │Kira Leon, PE – Project Engineer │Joseph Edwards, EI – Project Engineer │Jossmel Cruz, MS – Structural Designer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Privacy Wall Civil and Structural Design b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED STORMWATER IMPROVEMENTS WEST OF HIATUS ROAD TOWN OF DAVIE, FLORIDA PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER Town of Davie 6591 Orange Drive Davie, Florida 33314 b. POINT OF CONTACT NAME Osdel Fernandez-Larrea Director, Public Works & Capital Projects c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954) 797-2086 Fax (954) 797-1246 E-mail: olarrea@davie-fl.gov 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) Several Town locations experienced severe flooding during a June 2017 storm event. The Town has identified these locations in their GIS mapping system. This scope of work intends to address the area west of Hiatus Road, within the Little Country Estates and Grove Estates, where the Town has identified the need for stormwater improvements. The area west of Hiatus Road (Little Country Estates and Grove Estates) experienced major flooding during a June 2017 storm event. The land use in the subject area is all single family with estate (1 du / acre) size lots. The area is drained by Central Broward Water Control District (CBWCD) canals N-20 adjacent to SW 118th Avenue and the N-26 adjacent to SW 26th Street and Hiatus Road. The scope of work includes field reviews, data collection, drainage analysis and report, plans preparation, estimates of probable costs, progress meetings, permitting, and bid assistance. Based on the field visits, information received from the Town (flooding area map) and from CBWCD (previous studies, as-built plans and discussions with CBWCD personnel), a drainage basin map was created for each existing catch basin. The existing drainage system was modeled for the 3-year storm event (CBWCD criteria for pipe sizing). Our findings showed that eh existing system was inadequate. Based on the available budget for improvements, RJ Behar developed several alternatives to improve the flooding conditions. Cost/Fees Paid: $28,100 │Construction Cost: TBD Key Personnel: Juan H. Vazquez, PE, PH, BCEE – Principal in Charge │Hans Murzi, PE – Project Manager │ Kira Leon, PE – Project Engineer │Hector Rosario, EI – Project Engineer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Arial Narrow 11 b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE c. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE d. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 Flood 10/31/2011 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED LYONS PARK NEIGHBORHOOD IMPROVEMENT PROJECT CITY OF POMPANO BEACH, FLORIDA PROFESSIONAL SERVICES Ongoing CONSTRUCTION (If applicable) 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER City of Pompano Beach Engineering Division 1201 NE 5th Avenue Pompano Beach, FL 33060 b. POINT OF CONTACT NAME Mr. Matthew Kudrna, PMP City Project Manager c. POINT OF CONTACT TELEPHONE NUMBER Tel: (954)786-4023 E-mail: Matthew.Kudrna@copbfl.com 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The Lyons Park Neighborhood is located west of South Cypress Road, north of McNab Road, east of South Flagler Avenue and south of Southwest 8th Street. The area is served by an existing stormwater collection system. The existing stormwater management system consists of four independent systems, which discharge to systems outside of the neighborhood. The ultimate outfalls are located to the south of West McNab Road and to the east of South Cypress Road. The project area suffers from flooding problems as documented in the City Stormwater Master Plan (SWMP). This project intends to improve the drainage systems within the project area. The sanitary sewer lines within the Lyons Park Neighborhood are located in the rear yard easements of the properties/homes. One of the City of Pompano Beach’s Comprehensive Plan policies is to identify the feasibility of implementing capital projects to relocate the sewer lines or to rehabilitate them in place. This project intends to study the relocation of the sewers to the street’s right-of-way. No improvements are needed to the existing lift stations. The water system has been upgraded but the services used the older black polyethylene pipe. This project intends to replace the service lines, to meet the newer city standards, 107-1 and 107-2, from the water mains to the water meters. The project will not include a reuse water irrigation system. The project has been divided into two phases. Phase 1 will include the preparation of a Basis of Design Report and preliminary design of the improvements. Phase 2 will include the design of the improvements, bidding, and construction phase services Cost/Fees Paid: $409,793 │Construction Cost: $15,000,000 (Estimated) Key Personnel: Juan H. Vazquez, PE, PH, BCEE – Principal in Charge │ Hans Murzi, PE – Project Manager │ Elmer Cardenas, PE –Project Engineer │Paola Riveros, PE – Project Engineer │ Kira Leon, PE – Project Engineer │ Michelle Leon, EI – Project Engineer │ Joseph Edwards, EI – Project Engineer │ Sugeily Patxot – Designer. 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1)FIRM NAME R.J. BEHAR & COMPANY, INC. (2)FIRM LOCATION (City and State) 6861 SW 196th Avenue, Suite 302 Pembroke Pines, FL 33332 (3) ROLE Basis of Design Report, stormwater design, sanitary sewer design of the wastewater collection system, design of proposed water improvements, utility coordination, permitting, and cost estimating. b. (1)FIRM NAME (2)FIRM LOCATION (City and State)(3)ROLE STANDARD FORM 330 (REV. 8/2016) PAGE 3 STANDARD FORM 330 (REV. 8/2016) PAGE 4 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Examples Projects Key” section below before completing table. Place “X” under project key number for participation in same or similar role.) 1 2 3 4 5 6 7 8 9 10 Juan H. Vazquez, PE, PH, BCEE Hydrology X X X X X X X X X Robert Behar, PE Civil Engineering X X X X X X X X X X Hans Murzi, PE, CFM Hydrology X X X X X X X Paola Riveros, PE Civil Engineering X X X X X X X X Jose A. Pena, PE Structural Engineering/ Roadside Barriers & Guiderails X X X X X Rafael De Arazoza, PE, PTOE Traffic Engineering, Transportation X X X X Michelle Leon, EI Traffic/Designer X X X X X X X X Jossmel Cruz Garcia, EI Structural/Roadside Barriers & Guiderails X X X X X Nanette Akyaz-Gómez Designer X X X X X X X 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F) NUMBER TITLE OF EXAMPLE PROJECT (From Section F) 1 Design Build Criteria Package for Gateway Park Pedestrian Bridge – City of Sunny Isles Beach, Florida 6 South Royal Poinciana Boulevard Traffic Study, City of Miami Springs, Florida 2 NW 87th Avenue from NW 74th Street to NW 103rd Street, Miami-Dade County, Florida 7 Samson Ocean Front Park City of Sunny Isles Beach, Florida 3 SR-7/US-441 Roadway Lighting and NW 11th Pedestrian Lighting Improvements – City of Lauderhill, Florida/FDOT District 4; LAP Project 8 Inverrary Estates Privacy Wall City of Lauderhill, Florida 4 SW 36th Avenue - Pedestrian Bridge Path - LAP Project – City of Pompano Beach, Florida 9 Stormwater Improvements West of Hiatus Road, Town of Davie, Florida 5 SR-A1A (Carlin Park) Bridge Replacement Palm Beach County, Florida 10 Lyons Park Neighborhood Improvement Project City of Pompano Beach, Florida H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENGY. ATTACH ADDITIONAL SHEETS AS NEEDED. SUPPLEMENTAL INFORMATION TO STANDARD FORM 330 Specialized Experience and Technical Competence RJ Behar was established to provide personalized services in the disciplines of civil engineering, planning, and construction management/engineering inspection services to public and private clients throughout South Florida. Our mission is to understand our client’s needs, apply the necessary resources to accomplish those needs, while building and maintaining long-term professional relationships with our clients. We pride ourselves in meeting our client’s needs through the use of proper project management and an extensive quality assurance program. Repeat business is the key to our success and as such we recognize the need to satisfy our clients. RJ Behar has the capability to provide plans in AutoCAD and in Microstation systems, including Civil 3D. We have prepared structure and facility inspection reports, feasibility studies, environmental studies, cost estimating services, and have extensive plans, and specifications preparation experience. We have also provided deliverables in GIS format. PROFESSIONAL QUALIFICATIONS: RJ Behar is best qualified to perform the services outlined in the RFQ, due to its diversified list of expertise and experience. RJ Behar qualifications include the following disciplines: Civil Engineering, Stormwater Master Plan, Water Resources, Hydrologic-Hydraulic Studies, Bridge Hydraulics and Scour Analyses, Stormwater Sewer Design, Sanitary Sewers and Water Distribution, Drainage Design, Open Channel Hydraulics/Energy Dissipation, Flood Control and Drainage Studies, Injection Well Design, Highway Drainage, Sanitary Sewer Collection, Spill Prevention and Best Management Practice Plans, NPDES Permitting for Construction Activities, Gates/Culverts/Spillways Design, Transportation Engineering, Site Planning and Engineering, LAP Certification Support (Grant Applications), Project Development & Environmental Studies, Environmental Engineering Studies, Environmental Permitting, Structural Engineering (bridges, water control, and buildings); and Construction Management and Inspection. ROADWAY DESIGN: RJ Behar began as a roadway design firm. Our primary expertise is roadway design and most of our other areas of expertise came by way of roadway design or by supplementing our roadway design capabilities. Our comprehensive design experience and expertise includes: Roadway Plans, Traffic Studies, Signal Design, Pavement Marking & Signing Design, Traffic Control Plans, Lighting Plans, Drainage & Permitting, Water & Sewer Relocation Plans, Utility Relocation Plans, Utility Design and Relocation Plans and Public Involvement. RJ Behar is uniquely qualified to provide street design services. Both Mr. Robert Behar and Mr. Juan Vazquez are members of the Florida Greenbook Committee. Mr. Behar is a voting member and Mr. Vazquez is member of the drainage committee. The Florida Greenbook provides the standards for local street design in Florida. Being members of the committees allows them to be aware of the changes in standards even before they are implemented. SPECIALTIES: RJ Behar has a well-rounded group of Civil Engineering professionals with special skills in paving, grading, drainage, structures, site development and a full cadre of support services that we can offer. The team also provides distinct areas of specialization in municipal improvements, which include Professional Hydrologists, Board Certified Environmental Engineers, Environmental Inspectors, Certified Flood Plain Managers, Threshold Inspectors, Roadway and Bridge Designers and Inspectors, CTQP Certified Inspectors, Certified Maintenance of Traffic Designers & Inspectors, Certified Public Managers, Professional Traffic Operations Engineers, and Transit Planners. RJ Behar is prequalified to provide roadway engineering services for the FDOT and Palm Beach County. From our full staff, we offer 13 licensed civil engineers and supporting professionals in roadway, drainage, permitting, water and wastewater, bridge and structural, street lighting, utilities, roadway, “complete streets design” and other related civil engineering disciplines. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE November 6, 2020 33. NAME AND TITLE Robert J. Behar, PE – President/CEO STANDARD FORM 330 (REV. 8/2016) PAGE 5 ARCHITECT-ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) 2020-10-01 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME R.J. BEHAR & COMPANY, INC. 3.YEAR ESTABLISHED 1999 4. UNIQUE ENTITY IDENTIFIER 115682549 2b. STREET 5. OWNERSHIP 6861 SW 196th Avenue, Suite 302 a. TYPE CORPORATION 2c. CITY Pembroke Pines 2d. STATE FL 2e. ZIP CODE 33332 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Robert J. Behar, PE – President SMALL DISADVANTAGED BUSINESS 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER (954)680-7771 6c. E-MAIL ADDRESS bbehar@rjbehar.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER Not applicable 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function Code b. Discipline c. No. of Employees a. Profile Code b. Experience c. Revenue Index Number(see below)(1) FIRM (2) BRANCH 02 Administrative 4 B02 Bridges 2 08 CADD Technician 2 C15 Construction Management 5 12 Civil Engineer 3 1 C18 Cost Estimating; Cost Engineering and Analysis; Parametric Costing; Forecasting 1 16 Construction Manager 1 D04 Design-Build (Preparation of RFP) 1 15 Construction Inspector 6 1 E09 Environmental Impact Studies, Assessments or Statements 1 23 Environmental Engineer 1 E13 Environmental Testing and Analysis 1 34 Hydrologist 1 H07 Highways; Streets; Airfield Paving; Parking Lots 6 57 Structural Engineer 2 1 P06 Planning (Site, Installation, and Project) 1 60 Transportation Engineer 5 R03 Railroad; Rapid Transit 1 62 Water Resources Engineer 3 R04 Recreation Facilities (Parks, Marinas) 2 21 Electric Engineer 1 S07 Solid Wastes; Incineration; Landfill 1 42 Mechanical Engineer S09 Structural Design; Special Structures 1 47 Planner: Urban/Regional S13 Stormwater Handling & Facilities 3 18 Cost Estimating T03 Traffic & Transportation Engineering 2 14 Computer Programmer W02 Water Resources; Hydrology; Ground Water 2 Other Employees Total 29 3 11.ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1 . Less Than $100,000 6. $2 million to less than $5 million 2 . $100,000 to less than $250,000 7.$5 million to less than $10 million a. Federal Work 1 3 . $250,000 to less than $500,000 8.$10 million to less than $25 million b. Non-Federal Work 7 4 . $500,000 to less than $1 million 9.$25 million to less than $50 million c. Total Work 7 5 . $1 million to less than $2 million 10.$50 million or greater 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE: November 6, 2020 c. NAME AND TITLE Robert J. Behar, PE – President/CEO STANDARD FORM 330 (REV. 8/2016) PAGE 6 5. NAME OF FIRM PART I - CONTRACT-SPECIFIC QUALIFICATIONS ARCHITECT - ENGINEER QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER B. ARCHITECT-ENGINEER POINT OF CONTACT C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) 4. NAME AND TITLE 8. E-MAIL ADDRESS7. FAX NUMBER6. TELEPHONE NUMBER (Check)PRIMEJ-V PARTNERSUBCON- TRACTOR9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. b. c. d. e. f. STANDARD FORM 330 (REV. 8/2016) D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE AUTHORIZED FOR LOCAL REPRODUCTION Universal Engineering Sciences, LLC � RFQ 20-10-01 Reinaldo Villa, PE, Branch Manager RVilla@universalengineering.com(305) 249-8434 Universal Engineering Sciences 9960 NW 116th Way, Suite 8 Medley, FL 33178 Geotechnical Engineering Services (305) 249-8479 October 28, 2020 Professional Engineering and Architectural Services For Pedestrian Bridge with Park Elements Across A1A at 174th Street CCNA See Prime's SF 12. NAME 13. ROLE IN THIS CONTRACT 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 14. YEARS EXPERIENCE b. WITH CURRENT FIRMa. TOTAL 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)16. EDUCATION (Degree and Specialization) 15. FIRM NAME AND LOCATION (City and State) STANDARD FORM 330 (REV. 8/2016) PAGE 2 a. b. c. d. (1) TITLE AND LOCATION (City and State) PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) e. Check if project performed with current firm Check if project performed with current firm (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Check if project performed with current firm (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (2) YEAR COMPLETED (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Reinaldo Villa, MS, PE Universal Engineering Sciences, Inc. - Miami, Florida Miami Beach Convention Center Renovations (Miami Beach, FL) 54-Inch Diameter Redundant Force Main (Miami Beach, FL) Westrec Haulover Marine Center (Miami Beach, FL) Indian Creek Drive ROW Infrastructure Improvements (Miami Beach, FL) DB13-WASD-04 Shenandoah Area (Miami Beach, FL) Rey’s role included planning and supervising complex field exploration and laboratory testing programs for the proposed microtunneling and open-cut method of pipe installation. It also included serving as Engineer of Record during the preparation of the Geotechnical Baseline Report and Geotechnical Data Report for the design-build criteria package. Profession Fees: $49,973 The project consists of constructing a 108,350 sq ft enclosed dry storage facility to replace an existing dry stack marina containing 260 open-rack dry storage units. The project also includes a pile-supported slab-on-grade for forklifts. Addi- tionally, floating docks constructed in Biscayne Bay. The project also includes sheet piling to bring the site to grade. Rey served as the Senior Geotechnical Engineer. Professional Fees: $60,000 The project includes roadway, drainage, lighting and signalization improvements as well as replacement of a bulkhead wall along the existing canal. Additionally, the geotechnical services include providing design services for a pump station, which included developing engineering recommendations for pump station foundation and excavation. Rey served as the Senior Geotechnical Engineer. Professional Fees: $21,842 Furnishing and installing 8-inch ductile iron water mains within the project boundary. It also includes furnishing and installing fire hydrant assemblies, long service connections within the public right of way, short-service connections withing the public right of way, relocating existing water meters from the rear of private properties to the right of way, and installing water service lines within private properties with water meter locations. Rey served as the Senior Geotechnical Engineer. Profession Fees: $ 56,060 Rey served as the Geotechnical Engineer. Renovation and expansion of the existing Miami Beach Convention Center with the addition of a two-story ballroom and meeting space with parking located on the roof of the north and west addition. Additionally, the project includes the construction of a park pavilion just west of Co9nvention Center Drive. The pavilion consist of a concrete structure that incorporates “umbrella” that make up the roof and exterior shading spaces. Profession Fees: $500,000 MS, Geotechnical Engineering BS, Civil Engineering Professional Engineer - FL Geotechnical Team 13 N/A2014-Ongoing 2014 2014 2016 2016 N/A N/A N/A N/A 5 ✓ ✓ ✓ ✓ ✓ 12. NAME 13. ROLE IN THIS CONTRACT 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person.) 14. YEARS EXPERIENCE b. WITH CURRENT FIRMa. TOTAL 17. CURRENT PROFESSIONAL REGISTRATION (State and Discipline)16. EDUCATION (Degree and Specialization) 15. FIRM NAME AND LOCATION (City and State) STANDARD FORM 330 (REV. 8/2016) PAGE 2 a. b. c. d. (1) TITLE AND LOCATION (City and State) PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) e. Check if project performed with current firm Check if project performed with current firm (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Check if project performed with current firm (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE 19. RELEVANT PROJECTS (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) (2) YEAR COMPLETED (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Steve Jaime, EI Universal Engineering Sciences, Inc. (Miami, Florida) BS, Civil Engineering MDX Central Blvd. Widening and Reconstruction Design-Build Miami-Dade County, Florida Venetian Causeway Bridge Reconstruction Miami-Dade County, Florida Port of Miami Tunnel and Access Roadways Miami-Dade County, Florida NW 36th Street Bridge Reconstruction over the Miami River Miami-Dade County, Florida Broward County Mast Arm Conversion (Group 1 & Group 2) Miami-Dade County, Florida The project included installing several sign structures along roadways for the proposed tunnel construction. Steve was a senior drilled shaft inspector as well as responsible for oversight of all drilled shaft inspection operations, coordinating field drilled shaft inspections, reviewing paperwork for completeness and technical accuracy, tracking and reporting concrete cylinder breaks and coordinating CSL testing on drilled shafts. The project includes complete reconstruction of the NW 36th Street bascule bridge over the Miami River. Steve provided pile driving inspection services on an as-needed basis for bridge construction. The project included installation of mast arms for 33 intersections. Steve is responsible for coordinating field drilled shaft inspections and reviewing paperwork for technical accuracy. N/A2013 2015 2014 2015 2018 N/A N/A N/A N/A Steve served as a staff geotechnical engineer during the design and construction phases. Primary duties included test boring layout, utility clearances, drafting, inspection of driven pile foundations and inspection of drilled shaft foundations. The project includes construction of 32 54-inch diameter drilled shaft foundations for the new bridge. Steve is responsible for coordinating field drilled shaft inspections, reviewing paperwork for completeness and technical accuracy, tracking and reporting concrete cylinder breaks, coordinating, and performing CSL testing on drilled shafts. Engineer Intern, CTQP Drilled Shaft Inspector, CTQP Pile Driving Inspector, and CTQP Auger-Cast Pile Inspector 6 5 • • • • F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) a. PROJECT OWNER 21. TITLE AND LOCATION (City and State) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 20. EXAMPLE PROJECT KEY NUMBER a. b. c. d. e. f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) STANDARD FORM 330 (REV. 8/2016) PAGE 3 (3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE b. POINT OF CONTACT NAME 23. PROJECT OWNER'S INFORMATION c. POINT OF CONTACT TELEPHONE NUMBER (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) The project includes the renovation and expansion of the existing Miami Beach Convention Center with the addition of a two-story ball-room and meeting space with parking located on the roof of the north and west addition. Additionally, the project includes the construction of a park pavilion just west of Convention Center Drive. The pavilion consist of a concrete structure that incorporates ‘‘umbrellas’’ that make up the roof and exterior shading spaces located in the City of Miami Beach, Florida. Geotechnical Services UES served as Geotechnical Engineer of Record for all construction aspects, which included deep foundations for the structures and ground improvement for roadways with areas with difficult ground. Materials Testing and Inspections UES is currently serving as the materials testing and inspections firm for the City of Miami Beach for the ren- ovation. Services include welding inspections, concrete field and laboratory testing, field and laboratory testing, fireproofing inspections, deep foundation inspections, floor flatness testing, pull testing, and general earthwork observations and consulting. The aggressive schedule requires multiple experiences cross-disci- plined staff members to meet the demands of the contractor and their subs. Miami Beach Convention Center Renovation, Expansion, and Park Pavilion (Miami Beach, Florida)Ongoing N/A City of Miami Beach Thais Vieira, RA, LEEP AP 305.673.7071 Universal Engineering Sciences Miami, Florida Geotechnical Field Exploration, Sampling, and Laboratory Testing F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM'SQUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) a. PROJECT OWNER 21. TITLE AND LOCATION (City and State) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 20. EXAMPLE PROJECT KEY NUMBER a. b. c. d. e. f. (1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) STANDARD FORM 330 (REV. 8/2016) PAGE 3 (3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE b. POINT OF CONTACT NAME 23. PROJECT OWNER'S INFORMATION c. POINT OF CONTACT TELEPHONE NUMBER (3) ROLE(1) FIRM NAME (2) FIRM LOCATION (City and State) 22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (If applicable) The City of Miami Beach Public Works Department retained UES to prepare geotechnical documents to be in- cluded in the design-criteria package for a design-build letting. The project includes the installation of approx- imately 5,300 linear feet of force main with minimum internal diameter of 54 inches. The proposed pipeline will have approximately 4,600 linear feet of micro-tunnel along the urban corridor of Euclid Avenue and Washing- ton Avenue. Approximately 600 linear feet of the force main will be installed by means of open-cut method at the terminal locations of the project along Washington Avenue and 11th Street to accomplish the final connec- tions to the existing pipelines. UES was retained by the CMBPWD to prepare the Geotechnical Data Report (GDR) and Geotechnical Baseline Report (GBR) for the pipeline installation. The GDR scope of services included performing eight Standard Pene- tration Test (SPT) borings to depths of 40 feet in areas of micro-tunneling, two SPT borings to depths of 20 feet in areas of open-cut installation, five rock coring locations in areas of micro-tunnel installation and performed two slug tests to evaluate the subsurface hydrogeology. The laboratory testing program included visual soil/ rock classification in tunneling standards, moisture content, grain-size distribution, organic content determina- tion, corrosion series testing, rock unconfined compressive strength testing and rock tensile strength testing. 54-Inch Diameter Redundant Force Main (Miami Beach, Florida)12/2014 N/A City of Miami Beach Bruce Mowry, PhD, PE 305.673.7071 Universal Engineering Sciences Miami, Florida Geotechnical Field Exploration, Sampling, and Laboratory Testing TITLE OF EXAMPLE PROJECT (From Section F) G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 1 2 3 4 5 6 7 8 9 10 STANDARD FORM 330 (REV. 8/2016) PAGE 4 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13)1 2 3 4 5 6 7 8 9 10 29. EXAMPLE PROJECTS KEY NUMBER TITLE OF EXAMPLE PROJECT (From Section F)NUMBER 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in "Example Projects Key" section below before completing table. Place "X" under project key number for participation in same or similar role.) Reinaldo Villa, PE Steve Jaime, EI X XXX 54-Inch Diameter Redundant Force Main Miami Beach Convention Center Renovation, Expansion, and Park Pavilion H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. 31. SIGNATURE 32. DATE 33. NAME AND TITLE STANDARD FORM 330 (REV. 8/2016) PAGE 5 N/A Reinaldo Villa, PE, Branch Manager 11/06/2020 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) a. SIGNATURE ARCHITECT-ENGINEER QUALIFICATIONS 2a. FIRM (or Branch Office) NAME 2b. STREET 2c. CITY 2d. STATE 2e. ZIP CODE 3. YEAR ESTABLISHED 4. UNIQUE ENTITY IDENTIFIER 5. OWNERSHIP b. Discipline c. Number of Employees 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS b. Experience c. Revenue IndexNumber(see below) STANDARD FORM 330 (REV. 8/2016) PAGE 6 1. SOLICITATION NUMBER (If any) 8a. FORMER FIRM NAME(S) (If any)8b. YEAR ESTABLISHED 9. EMPLOYEES BY DISCIPLINE Total (1) FIRM (2) BRANCH 1. Less than $100,000 2. $100,000 to less than $250,000 3. $250,000 to less than $500,000 4. $500,000 to less than $1 million 5. $1 million to less than $2 million 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) 7. NAME OF FIRM (If Block 2a is a Branch Office) 6a. POINT OF CONTACT NAME AND TITLE 6c. E-MAIL ADDRESS 8c. UNIQUE ENTITY IDENTIFIER a. Federal Work b. Non-Federal Work c. Total Work 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. b. DATE c. NAME AND TITLE a. Function Code a. Profile Code 6b. TELEPHONE NUMBER a. TYPE b. SMALL BUSINESS STATUS PROFESSIONAL SERVICES REVENUE INDEX NUMBER 6. $2 million to less than $5 million 7. $5 million to less than $10 million 8. $10 million to less than $25 million 9. $25 million to less than $50 million 10. $50 million or greater Other Employees Universal Engineering Sciences, LLC - Miami Branch 9960 NW 116th Way, Suite 8 Medley Reinaldo Villa, MS, PE, Branch Manger (305) 249-8434 Reinaldo Villa, MS, PE, Branch Manager rvilla@universalengineering.com Universal Engineering Testing Company Administrative Asbestos Abatement/Services Environmental Impact Studies Environmental Remediation Environmental Testing & Analysis Forensic Engineering Haz/Toxic Waste Remediation Soils&Geologic Studies/Foundation Testing & Inspection Services Water Resources & Ground Water Code Compliance & Threshold Ins. Project Manger Biologist CADD Technician Civil Engineer Construction Inspector Environmental Engineer Environmental Scientist Forensic/Geo Engineer Foundation/Geo Engineer Industrial Hygienist Material Engineer Soils Engineer Structural Engineer Engineering Tech I & II Lab Technicians/Supervisor 11/06/2020 Driller Hydrologist Geologist Estimator 1964 02 8 4 0 2 0 26 0 0 2 0 3 1 0 0 0 5 1 21 3 7 13 96 4 4 6 5 5 5 8 9 4 6 48 07 08 12 15 18 23 24 26 27 30 34 36 40 55 57 5 10 10 06-481-7562 FL 33178 1966 06-481-7562 Limited Liability Company N/A N/A 242 109 294 90 17 0 1 0 39 325 171 105 48 1486 5 0 29 0 3 0 8 0 20-10-01 ARCHITECT - ENGINEER QUALIFICATIONS PART I - CONTRACT-SPECIFIC QUALIFICATIONS A. CONTRACT INFORMATION 1. TITLE AND LOCATION (City and State) 2. PUBLIC NOTICE DATE 3. SOLICITATION OR PROJECT NUMBER B. ARCHITECT-ENGINEER POINT OF CONTRACT 4. NAME AND TITLE 5. NAME OF FIRM 6.TELEPHONE NUMBER 7. FAX NUMBER 8. E-MAIL ADDRESS C. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors.) f. e. d. c. b. a. (Check)PRIMEJ-VPARTNERSUBCON-TRACTORCHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE CHECK IF BRANCH OFFICE 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT D. ORGANIZATIONAL CHART OF PROPOSED TEAM (Attached) AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FOR 330 (6/2004) PAGE 1 HLB Lighting Design Sunny Isles Pedestrian Park Bridge, Sunny Isles, FL 20-10-0110/28/2020 Faith E. Baum, Principal 929.445.5100 Fbaum@hlblighting.com HLB Lighting Design X 38 East 32nd Street, 11th FL New York, NY 10016 Architectural Lighting Design CONSTRUCTION (if applicable)(2) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS STANDARD FORM 330 (6/2004) PAGE 2 (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. YEAR COMPLETED(1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. PROFESSIONAL SERVICES Faith E. Baum Principal in Charge HLB Lighting Design - New York, NY New York University, Bachelor of Arts Parson School of Design, Coursework in Architectural Lighting N.A. Please note lighting design in an unlicensed profession Professional Affiliations: IALD, MIES, LC, LEED AP Sunshine Skyway Bridge, Terra Ceia, FL Principal in Charge: To create a signature nighttime presence for the Skyway, HLB designed a new dynamic lighting system that highlights the grandeur of the bridge by revealing its substructure, washing the sizable piers in light, and illuminating the silhouette of the dramatic roadway span with delicate necklace lights. Cost: $15 M 2019 2019 x x x 36 2* 2018 2018 Ongoing Ongoing 2018 2018 Principal in Charge: New bridge that has become an iconic image for the City of Edmonton and the North Saskatchewan River Valley. The beautiful structural form of this new bridge over the River blends seamlessly into its city and river valley environments. Cost: $155 M Principal in Charge - HLB Lighting Design provided limited Lighting Design and Consulting Services to Perkins & Will for the Penguin Random House Second Floor Multi-Purpose Room Renovation in New York City. Walterdale Bridge, Edmonton, Alberta, Canada Olentangy Trail Pedestrian Bridge, Columbus, OH Veterans’ Glass City Skyway, Toledo, OH Principal in Charge - HLB worked in a unique collaboration with the Ohio Department of Transportation, the Arts Commission of Greater Toledo, and WSP to revitalize the “Glass City’s” iconic bridge. Inspired by the city’s industrial heritage, the glass-faced tower allows for a variety dynamic lighting shows to illuminate the skyline. Cost: $220 M x x *Note that in 2018 HLB acquired Illumination Arts. 2006 2017 Principal In Charge for this signature bridge. HLB provided full design services from conceptual design through construction for the aesthetic and pedestrian path lighting. Custom-designed lighting of the shared use path will be integrated into the railing system to minimize light trespass while providing safe nighttime passage for pedestrians and bicyclists. The result will be a nighttime image that elegantly reveals the forms of the bridge while being respectful of the surrounding wildlife and human communities. St. Croix River Crossing, Stillwater, Minnesota to Houlton, Wisconsin CONSTRUCTION (if applicable)(2) E. RESUMES OF KEY PERSONNEL PROPOSED FOR THIS CONTRACT (Complete one Section E for each key person) 12. NAME 13. ROLE IN THIS CONTRACT 14. YEARS EXPERIENCE a. TOTAL b. WITH CURRENT FIRM 15. FIRM NAME AND LOCATION (City and State) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) 19. RELEVANT PROJECTS STANDARD FORM 330 (6/2004) PAGE 2 (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm a. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm b. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm c. YEAR COMPLETED(1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm d. (2) YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) (1)TITLE AND LOCATION (City and State) (3). BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm e. PROFESSIONAL SERVICES Elizabeth Johnson Project Manager HLB Lighting Design - New York, NY University of Colorado, Bachelor of Science in Architectural Engineering N.A. Please note lighting design in an unlicensed profession Professional Affiliations: Assoc. IALD, MIES Miami I-395 Bridge, Miami, FL Project Manager: full lighting design and consulting services for the preparation of the Final Design Documentation for the I-395 Miami Project. Our scope includes the Signature Bridge, Main Span Arch and Hanger Cables, Bridge Piers and Abut- ments, Pedestrian Pathway/Heritage Park under Signature Bridge and elevated highway, from Biscayne Boulevard to Over- town. Ongoing Ongoing x x x 14 2* 2019 2019 2012 2017 Ongoing Ongoing 2015 2020 Project Manager: To create a signature nighttime presence for the Skyway, HLB designed a new dynamic lighting system that highlights the grandeur of the bridge by revealing its substructure, washing the sizable piers in light, and illuminating the silhouette of the dramatic roadway span with delicate necklace lights. Cost: $15 M Project Manger for this signature bridge. HLB provided full design services from conceptual design through construction for the aesthetic and pedestrian path lighting. Custom-designed lighting of the shared use path will be integrated into the railing system to minimize light trespass while providing safe nighttime passage for pedestrians and bicyclists. The result will be a nighttime image that elegantly reveals the forms of the bridge while being respectful of the surrounding wildlife and human communities. Project Manager for the Jamboree/Michelson Pedestrian Bridge in Irvine, CA. HLB’s scope includes aesthetic lighting of the structure, including the elevator, Pedestrian Path Lighting, and Landscape Lighting on and immediately adjacent to the Bridge. Sunshine Skyway Bridge, Terra Ceia, FL St. Croix River Crossing, Stillwater, Minnesota to Houlton, Wisconsin Jamboree Pedestrian Bridge, Irvine, CA U. S. 63 Mississippi River Bridge, Red Wing, Minnesota Project Manager for this new, haunched girder bridge including gateway towers and pedestrian overlooks. x x *Note that in 2018 HLB acquired Illumination Arts. F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost) a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 23. PROJECT OWNER’S INFORMATION STANDARD FORM 330 (6/2004) PAGE 3 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. b. (1) FIRM NAME c. d. e. f. (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE 20. EXAMPLE PROJECT KEY NUMBER Sunshine Skyway Bridge, Terra Ceia, FL 2019 2019 1 FDOT Matthew Frantz (T.Y. Lin International) The Sunshine Skyway Bridge has stood as an iconic presence on the Lower Tampa Bay since its opening in 1987. Ev- ery night for the last three decades, however, this four-mile landmark structure has disappeared into the darkness. To create a signature nighttime presence for the Skyway, HLB designed a new dynamic lighting system that highlights the grandeur of the bridge by revealing its substructure, washing the sizable piers in light, and illuminating the silhouette of the dramatic roadway span with delicate necklace lights. With input from local Florida Department of Transportation (FDOT) stakeholders, HLB developed programming sce- narios for the dynamic lighting installation, centered around images evocative of the Tampa/St. Petersburg area. Each pier and each necklace light can be separately controlled, paving the way for the creation of detailed, kinetic programs. The “Verdant Green” scene conjures palm trees swaying in the breeze, “Warm Gateway” welcomes cruise ships into the harbor and “Waves” wash across the structure. Festive holidays can be celebrated with “Fireworks” while more somber, patriotic remembrances are recognized with a simple “Waving Flag” motif. Together these dynamic scenes create a rotating collections of lighting programs that dazzle locals, tourists, motorists and boaters nearly every night of the week. Cost:$15 M 813.775.7068 HLB Lighting Design Architectural Lighting Design New York, NY F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost) a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 23. PROJECT OWNER’S INFORMATION STANDARD FORM 330 (6/2004) PAGE 3 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. b. (1) FIRM NAME c. d. e. f. (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE 20. EXAMPLE PROJECT KEY NUMBER 2 HLB Lighting Design Architectural Lighting Design New York, NY Walterdale Bridge, Edmonton, Alberta, Canada City of Edmonton The beautiful structural form of this new bridge over the North Saskatchewan River blends seamlessly into its city and river valley environments. The canted arches of the through-arch structure are traced with lines of color-changing light that have been programmed to celebrate holidays, events and sea- sons of the year. Low-level LED lighting integrated into the handrail provides controlled illumination on the cantilevered shared use path while allowing for unobstructed views of the river and the Edmonton skyline. The new bridge has become an iconic image for the City of Edmonton and the North Saskatch- ewan River Valley. Cost: $155 Jim Montgomery (Dialog Design) 780.917.4653 2018 2018 F. EXAMPLE PROJECTS WHICH BEST ILLUSTRATE PROPOSED TEAM’S QUALIFICATIONS FOR THIS CONTRACT (Present as many projects as requested by the agency, or 10 projects, if not specified. Complete one Section F for each project.) 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size and cost) a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER 23. PROJECT OWNER’S INFORMATION STANDARD FORM 330 (6/2004) PAGE 3 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. b. (1) FIRM NAME c. d. e. f. (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE 20. EXAMPLE PROJECT KEY NUMBER 3 HLB Lighting Design Architectural Lighting Design New York, NY Miami I-395 Bridge, Miami, FL Ongoing Ongoing HLB is providing full lighting design and consulting services for the preparation of the Final Design Documentation for the I-395 Miami Project. Our scope includes the Signature Bridge, Main Span Arch and Hanger Cables, Bridge Piers and Abutments, Pedestrian Pathway/Heritage Park under Signature Bridge and elevated highway, from Biscayne Boulevard to Overtown. Cost: N.A. FDOT Jay Chiglo (HDR) 813.282.2300 G. KEY PERSONNEL PARTICIPATION IN EXAMPLE PROJECTS 1 2 3 4 5 6 7 8 9 10 26. NAMES OF KEY PERSONNEL (From Section E, Block 12) 27. ROLE IN THIS CONTRACT (From Section E, Block 13) 28. EXAMPLE PROJECTS LISTED IN SECTION F (Fill in “Example Projects Key” section below before completing table. Place “X” under project key number for participation in same or similar role.) STANDARD FORM 330 (6/2004) PAGE 4 29. EXAMPLE PROJECTS KEY NO.TITLE OF EXAMPLE PROJECT (FROM SECTION F)NO.TITLE OF EXAMPLE PROJECT (FROM SECTION F) 1 6 2 7 3 8 4 9 5 10 Sunshine Skyway Bridge Walterdale Bridge Miami I-395 Bridge Faith E. Baum Elizabeth Johnson X X X X Principal in Charge Project Manager H. ADDITIONAL INFORMATION 30. PROVIDE ANY ADDITIONAL INFORMATION REQUESTED BY THE AGENCY. ATTACH ADDITIONAL SHEETS AS NEEDED. STANDARD FORM 330 (6/2004) PAGE 5 31. SIGNATURE 33. NAME AND TITLE 32. DATE I. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. Faith E. Baum, Principal 11/11/2020 ARCHITECT-ENGINEER QUALIFICATIONS AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (6/2004) PAGE 6 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 1. SOLICITATION NUMBER (if any) 3. YEAR ESTABLISHED 4. DUNS NUMBER 5. OWNERSHIP 2a. FIRM (OR BRANCH OFFICE) NAME 2b. STREET 2c. CITY 2d. STATE 2e. ZIP CODE 6a. POINT OF CONTACT NAME AND TITLE 6b. TELEPHONE NUMBER 6c. E-MAIL ADDRESS 8a. FORMER FIRM NAME(S) (if any)8b. YR. ESTABLISHED 8c. DUNS NUMBER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. TYPE b. SMALL BUSINESS STATUS 7. NAME OF FIRM (if block 2a is a branch office) a. Function Code b. Discipline c. No. of Employees (1) FIRM (2) BRANCH a. Profile Code b. Experience c. Revenue IndexNumber (see below) 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE c. NAME AND TITLE b. DATE PROFESSIONAL SERVICES REVENUE INDEX NUMBER 1.Less than $100,000 6.$2 million to less than $5 million 2.$100,000 to less than $250,000 7.$5 million to less than $10 million 3.$250,000 to less than $500,000 8.$10 million to less than $25 million 4.$500,000 to less than $1 million 9.$25 million to less than $50 million 5.$1 million to less than $2 million 10.$50 million or greater 11. ANNUAL AVERAGE PROFESSIONAL SERVICES REVENUES OF FIRM FOR LAST 3 YEARS (Insert revenue index number shown at right) a. Federal Work b. Non-Federal Work c. Total Work HLB Lighting Design 38 East 32nd Street, 11th FL New York NY 10016 Faith E. Baum, Principal 929.445.5100 Fbaum@hlblighting.com 20-10-01 1968 Jules G. Horton Lighting Design, Jules G. Horton Lighting Design Inc., Horton Lees Lighting Design Inc. 1968-1970 1970-1984 1984-1999 05-829-1006 05-829-1006 Corporation N.A. L06 L05 Lighting - Exterior Lighting - Interior 7 7 Admin Lighting Design 02 5 7 7 Faith E. Baum, Principal 11/11/2020 22 70 92 36 8 24 Professional Engineering and Architectural Services for the Pedestrian Bridge with Park Elements across A1A at 174th Street - CCNA October 28, 2020 Kenneth Hardin, President - Project Manager Janus Research, Inc. (813) 836-8200 Hardesty & Hanover Janus Research 1000 Sawgrass Corporate Parkway, Sunrise, FL 33323 Lead Consultant, Bridge Engineering Cultural Resource Management 1107 N Ward St, Tampa, FL 33607 (813) 836-8212 kenneth_hardin@janus-researhc.com RFQ 20-10-01 Amy Streelman Venetian Causeway; Miami, FL 2014 2003 2015 1996 Ocean Avenue Bridge; Lantana, FL Flagler Memorial Bridge; Palm Beach, FL Sunset Island Bridge; Miami, FL Janus Research, Inc. (Tampa, FL) M.H.P. Historic Preservation B.A. English Florida Trust for Historic Preservation National Trust for Historic Preservation Chief Architectural Historian 22 22 Kathleen Hoffman Venetian Causeway; Miami, FL Ongoing 2003 2015 1996 Ocean Avenue Bridge; Lantana, FL Flagler Memorial Bridge; Palm Beach, FL Sunset Island Bridge; Miami, FL Janus Research, Inc. (Tampa, FL) Ph.D. Anthropology M.A. Anthropology B.A. Anthropology Florida Archaeological Council Register of Professional Archaeologists Principal Investigator 40 39 Kenneth Hardin Venetian Causeway; Miami, FL 2014 2003 2015 1996 Ocean Avenue Bridge; Lantana, FL Flagler Memorial Bridge; Palm Beach, FL Sunset Island Bridge; Miami, FL Janus Research, Inc. (Tampa, FL) M.A. Cultural Resource Management B.A. Psychology and South Asian Studies Register of Professional Archaeologists Florida Archaeological Council Florida Trust for Historic Preservation Project Manager 39 39 Section 106 Evaluation and Determination of Effects Case Study Report of Venetian Causeway from North Bayshore Drive in the City of Miami to Purdy Avenue in the City of Miami Beach fiFD iOTisOti r DcOT 6shpoti thjTOTiT he nj oeeotiT ofnavniOhj Oj soaniOhj ih ico TOljOugtnji cOTihsOt soThvstoT, OjtavdOjl ico bsOdloT njd tnvTowny. Dco 2019 CRAS soTvaiod Oj ico OdojiOugtniOhj he icsoo TOljOugtnji soThvstoT: ChaaOjT Cnjna (8iA11375), Dossnto DhwosT (8iA11754), njd ico VojoiOnj ITanjdT RoThvsto Gshv6 (8iA14395). DcOT so6hsi wnT 6so6nsod nT 6nsi he n 6shpoti TivdyOjl Tofosna naiosjniOfoT ehs ico socnbOaOiniOhj hs so6antomoji he ico iwoafo cOTihsOt VojoiOnj CnvTowny bsOdloT, wcOtc nso naa thjisObviOjl ih ico VojoiOnj ITanjdT RoThvsto Gshv6 (8iA14395). Bnsbnsn Cvacnjo (305) 470-5179 Ongoing Janus Research Cvaivsna RoThvsto Mnjnlomoji1107 N Wnsd Si, Dnm6n, fL 33r07 Duck Key Bridges Study, Monroe County fiT heCueltC rTaRelsTa oaaTaacTAu melnTS vta ylTytlTw ta ytlu Rp uiT lTdTntCetufRA ylRsTaa- iTvCS fwTAuf.NTw lTaRelsTa vTlT wRsecTAuTw tAw ylTnfReaCS lTsRlwTw lTaRelsTa vTlT wRsecTAuTw ta ytlu Rp uifa ylRjTsu- IA twwfufRA, TppTsua vTlT TntCetuTw uR wTuTlcfAT fp uiT ylRjTsu vReCw fcytsu uiT afgAf.NstAu lTaRelsTa- FDOf Dfaulfsu 6 Btlbtlt heCitAT (305) 470d5179 Ongoing Janus Research heCueltC rTaRelsT MtAtgTcTAu1107 i Wtlw mu, ftcyt, FL 33607 Project Development and Environment Study Re-Evaluations Interstate 395 from the I-95/Midtown Interchange ramps to MacArthur Causeway West Channel Bridges at Biscayne Bay, Miami FL fiKiisng erCam p oKKm&irAnK ctiK agmTn&A &miKiKAK mh r tiKAmgi&rj fm&lCniArAimid rK Atn u,o KAialjrAnf Atn fm&lCniArAimi mh hmlg KisiiMO&riA bgifsnK. ctn agmTn&A ii&jlfnf jrgsn-hmgCrA atmAmsgratyd Atn gnagmfl&Aimi mh tiKAmgi& fgrwiisK lKiis rg&tivrj-qlrjiAy KlaajinKd rif Atn agmfl&Aimi mh r MOirj gnamgA fm&lCniAiis Atn wmgk. JrKmi LrBrgbngr (813) 871-5331 Jan 2019 Janus Research eljAlgrj RnKmlg&n urirsnCniA1107 N Wrgf SAd crCard FL 33607 Section 106 Evaluation and Determination of Effects Case Study Report of Venetian Causeway from North Bayshore Drive in the City of Miami to Purdy Avenue in the City of Miami Beach Duck Key Bridges Study, Monroe County Project Development and Environment Study Re-Evaluations Interstate 395 from the I-95/Midtown Interchange ramps to MacArthur Causeway West Channel Bridges at Biscayne Bay, Miami FL Kenneth Hardin Project Manager Kathleen Hoffman Principal Investigator Amy Streelman Chief Architectural Historian flfiJ anJnlusR eJ rRn cihriulh anJiiusnJ tlflCnlnfr ocatM gmul rRlr sifJeJrnfrh( )uiyepnJ rRn vhiuepl dn)lurlnfr iF DulfJ)iurlreif ferR ReCRTwilher( sihriulh unJiiusn llflCnlnfr JnuyesnJ- qn Rlyn l Jihep ifpnuJrlfpefC iF rRn sRlhhnfCnJ )iJnp .( Fnpnulh hlfJW unCihlreifJW lfp CiepnhefnJW lfp bfif Rif ri fnCirelrn rRn sil)hn, )uisnJJ iF krlrn xeJriues SunJnuylreif HFgmsn okxSHM lfp unCihlriu( l))uiylh- qn n,snh lr pnynhi)efC sunlreyn lereClreif JrulrnCenJ ferR herrhn iu fi el)lsr ri sifJruisreif JsRnpihnJ- qn Rlyn hifCTJrlfpefC unhlreifJRe)J ferR rRn JrlFF iF rRn vhiuepl deyeJeif iF xeJriueslh anJiiusnJP cil)helfsn lfp anyenf knsreifW vnpnulh xeCRfl( OplefeJrulreifW rRn krlrn OusRlnihiCeJrW rRn kxSHW rRn tessiJibnn knsreif ’A1 an)unJnfrlreynW lfp rRn knlefihn Due.lh xeJriues SunJnuylreif HFgmsnu- diuefC iiu iynu 0A (nluJ ef .iJefnJJW fn Rlyn Cuiff efri rRn liJr ruiJrnp vhiueplT.lJnpW Fihh Jnuyesn cihriulh anJiiusn tlflCnlnfr sifJihrefC gmul bfiff Fiu iiu hnlpnuJRe) lfp )uiFnJJeiflh effiylreif- flfiJ anJnlusR iFFnuJ rnJrnp n,)nurJ ferR l Jihep ifpnuJrlfpefC iF rRn sRlhhnfCnJ lJJiselrnp ferR l sRlfCefC nfyeuiflnfr iF unpisnp .ipCnrJW pnhnClreif iF unJ)ifJe.eherenJW lfp Jrunllhefnp )ui6nsr pnynhi)lnfr- Hiu l.eher( ri epnfreF(W lJJnJJW lfp Jihyn )irnfrelh eJJinJ piuefC rRn nluh( )RlJnJ iF l )ui6nsr eJ .iuf Fuil iiu )uiynf unsiup iF JihyefC eJJinJ ifewin ri vhiuepl lfp iiu RlfpJTif n,)nuenfsn CiepefC (ii rRuiiCR rRn )nulerrefC lfp unCihlriu( nfyeuiflnfr- Hiu l))uilsR JrunJJnJ nluh( lfp JiJrlefnp siiupeflreif ferR l Cilh iF pnynhi)efC sifJnfJiJ ri bnn) rRn )ui6nsr if JsRnpihn- Hiu JrulrnC( sil.efnJ 4jn,e.eher(W n,)nuenfsnW lfp unJiiusnFihfnJJW ri nlsR lJJeCfnp rlJb rlehiunp ri (iiu J)nsegms unwieunlnfrJ lfp seusilJrlfsnJ- Hiu rnsRfeslh l))uilsR fehh sil)h( ferR NESOW knsreif ’A1W cRl)rnu 217W v-k-W lJ l))hesl.hnW vdHD cat xlfp.iibW cRl)rnu ’2 iF rRn Sd&E tlfilhW rRn vdxa H)nulreifJ lfp krlfplupJ tlfilhW lfp cRl)rnu ’OT01- OJ l))ui)uelrnW fn fehh lhJi siiupeflrn ferR rRn JrlFF iF hislh )unJnuylreif lCnfsenJ lJ fnhh lJ rRn krlrn Efyeuiflnfrlh tlflCnlnfr HFgmsn unClupefC rnsRfeslh llrrnuJ- qn bfif rRlr Fnpnulh lfp Jrlrn CiepnhefnJ sRlfCnW lfp iiu shiJn efrnulsreif ferR rRn krlrn Efyeuiflnfrlh tlflCnlnfr HFgmsnW rRn vnpnulh xeCRfl( OplefeJrulreifW lfp rRn krlrn xeJriues SunJnuylreif HFgmsn lfp deyeJeif iF xeJriueslh anJiiusnJ Rnh) iJ FisiJ iiu nFFiurJ ef iupnu ri i.rlef lCnfs( l))uiylh ef l relnh( lfp siJrTnFFnsreyn llffnu- 11/10/2020 Kenneth Hardin, President Janus Research, Inc. 11/10/2020 1979 1. 20-10-01 055004881 1107 N. Ward Street Tampa FL 33607 Kenneth Hardin, President 813-636-8200 kenneth_hardin@janus-research.com Corporation Small Business Piper Archaeology 1979 055004881 05 06 02 08 29 Archaeologist 8 Architectural Historian 3 Administrative 3 CADD Technician 1 GIS Specialist 1 H08 E01 Historical Preservation Archaeological Investigations 5 5 16 0 6 6 Kenneth Hardin, President HARDESTY & HANOVER FINANCIAL STATEMENTS 2019, 2018 and 2017 HARDESTY & HANOVER, LLC (wholly owned subsidiary of Hardesty & Hanover Holding, LLC) Audit of Statement of Direct Labor, Fringe Benefits and General Overhead (Based on Federal Acquisition Regulations 48 CFR Part 31) For the Year Ended December 31, 2019 Independent Auditor’s Report To the Members of Hardesty & Hanover, LLC New York, New York We have audited the accompanying Statement of Direct Labor, Fringe Benefits and General Overhead (the Statement) of Hardesty & Hanover, LLC (the Company), (a wholly owned subsidiary of Hardesty & Hanover Holding, LLC) for the year ended December 31, 2019, and the related notes to the Statement. Management’s Responsibility for the Statement Management is responsible for the preparation and fair presentation of the Statement in accordance with the basis of accounting practices prescribed by Part 31 of the Federal Acquisition Regulation (FAR). Management also is responsible for the design, implementation, and maintenance of internal controls relevant to the preparation and fair presentation of the Statement that is free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on the Statement based on our audit. We conducted our audit in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards, issued by the Comptroller General of the United States of America. Those standards require that we plan and perform the audit to obtain reasonable assurance about whether the Statement is free of material misstatement. An audit involves performing procedures to obtain audit evidence about the amounts and disclosures in the Statement. The procedures selected depend on the auditor’s judgment, including the assessment of the risks of material misstatement of the Statement, whether due to fraud or error. In making those risk assessments, the auditor considers internal controls relevant to the Company’s preparation of the Statement in order to design audit procedures that are appropriate in the circumstances, but not for the purpose of expressing an opinion on the effectiveness of the Company’s internal control. Accordingly, we express no such opinion. An audit also includes evaluating the appropriateness of accounting policies used and the reasonableness of significant accounting estimates made by management, as well as evaluating the overall presentation of the Statement. We believe the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. -1- Opinion In our opinion, the Statement referred to above presents fairly, in all material respects, the Direct Labor, Fringe Benefits and General Overhead and Facilities Capital Cost of Money of Hardesty & Hanover, LLC for the year ended December 31, 2019 on the basis of accounting described in Note 2. Basis of Accounting We draw attention to Note 2, which describes the basis of accounting. As described in Note 2, the Statement is prepared by the Company on the basis of accounting prescribed by Part 31 of the Federal Acquisition Regulation (FAR), which is the basis of accounting other than accounting principles generally accepted in the United States of America. Our opinion is not modified with respect to this matter. Restriction on Use Our report is intended solely for the information and the use of the Company and government agencies or other customers related to contracts employing FAR cost principles and is not intended and should not be used by anyone other than these specified parties. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards, we have issued a report dated June 26, 2020, on our consideration of Hardesty & Hanover, LLC’s internal controls over financial reporting as it relates to the Statement and on our tests of its compliance with certain provisions of laws, regulations and contracts, including provisions of the applicable sections of FAR Part 31. The purpose of that report is to describe the scope of our testing of internal controls over financial reporting and compliance and the results of the testing, not to provide an opinion on internal controls over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering Hardesty & Hanover, LLC’s internal control over financial reporting and compliance. Boyce, Hughes & Associates, LLP Jericho, New York June 26, 2020 -2- GROUPED GENERAL LEDGER DISALLOWED PROPOSED % OF ACCOUNT BALANCE COSTS NOTES COMPANY WIDE DIRECT LABOR DIRECT LABOR 23,976,418$ (226,256)$ (z),(ze)23,750,162$ 100.00% - FRINGE BENEFITS:- - PAID LEAVE 4,573,972$ 4,573,972$ 19.26% GROUP INSURANCE 2,925,136 2,925,136 12.32% EMPLOYERS FICA 2,830,899 (10,031) (v), (w)2,820,868 11.88% UNEMPLOYMENT INSURANCE 110,322 110,322 0.46% TUITION 41,801 41,801 0.18% 401K PLAN RETIREMENT MATCH 926,947 926,947 3.90% BONUS 2,994,313 (81,510) (f)2,912,803 12.26% - TOTAL FRINGE BENEFITS 14,403,390$ (91,541)$ 14,311,849$ 60.26% GENERAL OVERHEAD: INDIRECT SALARY - ADMIN 7,102,230$ (131,125)$ (v), (w)6,971,105$ 29.35% - BIDS 2,686,549 2,686,549 11.31% - OFFICE 250,119 250,119 1.05% BAD DEBT 407,000 (407,000) (e)/- 0.00% COMMITTEE WORK 278,766 (51,047) (a),(k),(o),(q),(x),(zb)227,719 0.96% COMPUTER EXPENSE 1,191,267 (75,372) (zb)1,115,895 4.70% POSTAGE & TELEPHONE 373,381 (10,472) (zb)362,909 1.53% DEPRECIATION & AMORTIZATION 794,152 794,152 3.34% DEFERRED COMPENSATION 271,296 (241,296) (f)30,000 0.13% DUES & SUBSCRIPTIONS 223,540 (33,570) (g), (k),(zb)189,970 0.80% GENERAL INSURANCE 1,334,210 (19,745) (c)1,314,465 5.53% ACCOUNTING & AUDITING & OTHER PROF 1,083,952 (174,314) (a), (k), (m),(za),(zb)909,638 3.83% LIBRARY & BANK CHARGES 109,139 (6,534) (zb)102,605 0.43% RENT 3,893,649 (48,733) (zb)3,844,916 16.19% MAINTENANCE & REPAIRS 601,271 (31,843) (h),(zb),(zd)569,428 2.40% BUSINESS TAXES 478,418 (124,475) (j),(n)353,943 1.49% TEMPORARY PERSONNEL & RECRUITMENT 208,457 (1,358) (a)207,099 0.87% TRAVEL & AUTO 616,803 (118,702) (a),(i),(o),(u),(y),(zb)498,101 2.10% MISCELLANEOUS 208,850 (44,825) (b), (p),(zb),(zd)164,025 0.69% PRE CONTRACT NEGOTIATION 152,986 18,670 (a),(i),(o),(z),(zb),(zd)171,656 0.72% PRINTING & REPRODUCTION 227,966 (3,760) (b),(k)224,206 0.94% SOLICITATION 31,096 (12,118) (k)18,978 0.08% INTEREST 9,246 (9,246) (c)/- 0.00% UTILITIES 25,020 25,020 0.11% AMORTIZATION OF GOODWILL 170,633 (170,633) (d)- 0.00% RETIRED PARTNERS PENSION 584,172 91,223 (l)675,395 2.84% TRAINING 208,412 (9,108) (a),(zb)199,304 0.84% CONTRIBUTIONS 4,312 (4,312) (b)- 0.00% HARDESTY & HANOVER, LLC STATEMENT OF DIRECT LABOR, FRINGE BENEFITS AND GENERAL OVERHEAD FOR THE YEAR ENDED DECEMBER 31, 2019 See Accountants' Audit Report Page 3 GROUPED GENERAL LEDGER DISALLOWED PROPOSED % OF ACCOUNT BALANCE COSTS NOTES COMPANY WIDE DIRECT LABOR HARDESTY & HANOVER, LLC STATEMENT OF DIRECT LABOR, FRINGE BENEFITS AND GENERAL OVERHEAD FOR THE YEAR ENDED DECEMBER 31, 2019 LOSS ON FIXED ASSETS 49,154 (49,154) (zc))- 0.00% FAR UNALLOWABLE 339,248 (339,248) (b),(g),(o),(p),(q),(r),(s),(t),(u),(x),(za),(zb) - 0.00% TOTAL GENERAL OVERHEAD 23,915,294$ (2,008,097)$ $ 21,907,197 92.24% TOTAL FRINGE BENEFITS & GENERAL OVERHEAD 38,318,684$ (2,099,638)$ $ 36,219,046 152.5002% FACILITIES CAPITAL COST OF MONEY (FCCM)0.7083% FAR References & Notes: (a)31.205-46: Travel costs in excess of Federal Travel Regulation limitations is disallowed (b)31.205-8 & 31.205-13: Contributions and gifts are disallowed (c)/31.205-20: Interest is disallowed (d)31.205-49: Goodwill is disallowed (e)/31.205-3: Bad debts are disallowed (f)31.205-6(p): Limitation on allowability for compensation is disallowed (g)31.205-22: Lobbying costs, paid as a percentage of professional dues, are disallowed. (h)31.205-36: Leasing costs in excess of reasonableness on luxury automobile are disallowed (i)31.205-46(b): Airfare costs in excess of the lowest priced airfare available to the contractor during normal business hours are unallowable (j)31.205-41: Composite taxes for members paid by company are disallowed (k)31.205-1: Public relations and advertising costs are disallowed (l)31.205-6(j)(5): Pension plans using the pay-as-you-go cost method under 48 CFR 9904.412 adjusted to what was actually paid (m)31.201-3: Portion of accounting fee allocable to members' personal expense paid by LLC are disallowed (n)31.205-41(b)(7): Income tax accruals designed to account for the tax effects of differences between taxable income and pretax income as reflected by the books of account and financial statements are disallowed (o)/31.205-51:The costs of alcoholic beverages are disallowed (p)31.205-51 & 31.205-14: Holiday parties and costs of alcoholic beverages are disallowed (q)31.205-14: Entertainment and similar charges are disallowed (r)31.205-47(f)(5): Lawsuit settlements involving disputes with contractors are disallowed (s)31.205-19 & 31.201-3: Cost of members' disability insurance is disallowed as the Company is the beneficiary (t)31.205-19 & 31.201-3: Cost of members' life insurance is disallowed as the Company is the beneficiary (u)31.205-46: The cost of commuting (tolls, mileage, and parking etc.) to and from work are disallowed (v)31.205-27: The cost of labor and the associated employer taxes in connection with planning the organization/reorganization of the company are disallowed (w)31.205-1(d)(2): The cost of labor and the associated employer taxes in connection with solicitation (advertising and promotion) activities of the company are disallowed (x)31.205-1(f)(2): Trade show expenses are disallowed (y)31.201-5: Mileage reimbursement received by the Company were credited against the costs of operating the Company vehicles (z)31.201-5: Revenue less costs incurred by the Company while pursuing Design-Build contracts which have not been awarded (lost) is is being credited against expense account (za)31.205-27: The cost of professional services incurred in connection with planning the organization/reorganization of the company were disallowed (zb)31.201-4: Cost not allocable to the period under audit (zc)31.205-16(a): No gain or loss shall be recognized as a result of the transfer of assets in a business combination (zd)31.202-2(d): Insuficient supporting documentation (ze)31.205-6: The cost of premium time is disallowed See Accountants' Audit Report Page 4 HARDESTY & HANOVER, LLC FAR Note Details For the Year Ended December 31, 2019 a) Travel costs in excess of Federal Travel Regulations is disallowed (FAR 31.205-46) $ 97,283 b) Contributions and gifts are disallowed (FAR 31.205-8; FAR 31.205-13) $ 50,454 c) Interest is disallowed (FAR 31.205-20) $ 28,991 d) Goodwill is disallowed (FAR 31.205-49) $ 170,633 e) Bad debts are disallowed (FAR 31.205-3) $ 407,000 f) Limitation on allowability for compensation is disallowed (FAR 31.205-6(p)) $ 322,806 g) Lobbying costs, paid as a percentage of professional dues are disallowed (FAR 31.205-22) $ 10,924 h) Leasing costs in excess of reasonableness on luxury automobile are disallowed (FAR 31.205-36) $ 8,210 i) Airfare costs in excess of the lowest priced airfare available to the contractor during normal business hours are unallowable (FAR 31.205-46 (b)) $ 12,098 j) Composite taxes for members are disallowed (FAR 31.205-41) $ 77,188 k) Public relations are advertising costs are disallowed (FAR 31.205-1) The overhead amount of solicitation allowable of $8,288 is from the costs of activities to promote sales outside of the U.S. and allowable under FAR $ 29,480 l) Pension plans using the pay-as-you-go cost method adjustment for what was paid (FAR 31.205-6(j)(5)) $ (91,223) m) Portion of the accounting fee allocable to members’ personal expense paid by LLC are disallowed (FAR 31.201-3) $ 100,099 n) Income tax accruals designed to account for the tax effects of differences between taxable income and pretax income as reflected by the books of account and financial statements (FAR 31.205-41(b)(7)) $ 47,287 o) Cost of alcoholic beverages are disallowed (FAR 31.205-51) $ 21,558 p) Cost of holiday parties and costs of alcoholic beverages are disallowed (FAR 31.205-51; FAR 31.205-14) $ 102,222 q) Entertainment and similar charges are disallowed (FAR 31.205-14) $ 167,817 -5- HARDESTY & HANOVER, LLC FAR Note Details – continued For the Year Ended December 31, 2019 r)Lawsuit settlements involving disputes with contractors are disallowed (FAR 31.205-47(f)(5))$ (52,000) s)Cost of members' disability insurance is disallowed as the Company is the beneficiary (FAR 31.205-19; FAR 31.201-3))$ 21,518 t)Cost of members' life insurance is disallowed as the Company is the beneficiary (FAR 31.205-19; FAR 31.201-3)$ 18,209 u) The cost of commuting (tolls, mileage, and parking etc.) to and from work are disallowed (FAR 31.205-46)$ 21,156 v) The cost of labor and the associated employer taxes in connection with planning the organization/reorganization of the company are disallowed (FAR 31.205-27)$ 1,587 w)The cost of labor and the associated employer taxes in connection with solicitation (advertising and promotion) activities of the company are disallowed (FAR 31.205-1(d)(2))$ 139,568 x) Trade show expenses are disallowed (FAR 31.205-1(f)(2))$ 10,112 y)Company vehicles' mileage log adjustment for direct costs are disallowed (FAR 31.201-4)$ 15,102 z)Costs less revenues incurred by the Company while pursuing Design-Build contracts which have not been awarded (lost) is being debited against expenses (FAR 31.201-5)$ (54,427) (Revenue of $295,000 less direct labor of $226,214 and direct expenses of $123,213) za) Cost of professional services incurred in connection with planning the organization/reorganization of the company were disallowed (FAR 31.205-27)$ 45,431 zb) Cost not allocable to the period under audit (FAR 31.201-4)$ 319,150 zc) No gain or loss shall be recognized as a result of the transfer of assets in a business combination (FAR 31.205-16 (a))$ 49,154 zd) Items for which detailed receipts could not be provided have been disallowed. (FAR 31.201-2(d))$ 2,250 Total FAR Note Details: $ 2,099,637 ze) The cost of premium time is disallowed (FAR 31.205-6) $ 42 -6- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 1: DESCRIPTION OF THE COMPANY Hardesty & Hanover, LLC is a domestic consulting engineering firm that performs bridge and design engineering for governmental units and private entities primarily throughout the United States of America. In June 2011, the Delaware limited liability companies, Hardesty & Hanover Holding, LLC, Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC were formed. Hardesty & Hanover Holding, LLC remained a separate entity while Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC were under Hardesty and Hanover, LLP as wholly owned subsidiaries. The owners of each LLC were identical to Hardesty & Hanover, LLP. On January 1, 2012 the wholly owned subsidiaries of the LLP, Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC were transferred as wholly owned subsidiaries of Hardesty & Hanover Holding, LLC in a nontaxable exchange. For calendar year 2019 members with ownership interests of Hardesty & Hanover Holding, LLC over 5% were Sean A. Bluni, Paul M. Skelton, Glen E. Schetelich, Daniel Y. Wan, Michael D. Hawkins, Keith R. Griesing and Scott A. Reynolds. In 2019, Hardesty & Hanover, LLP continued operating only to transition items of income and expense. Selected balance sheet accounts and all of the income statement balances were transferred to the LLCs by year end. NOTE 2: BASIS OF ACCOUNTING The Company's policy is to prepare its indirect cost rate schedules, which support the statement of direct labor, fringe benefits and general overhead, on the basis of accounting practices prescribed in Part 31 of the Federal Acquisition Regulations (FAR). The Company maintains its accounting records on an accrual basis of accounting and the accompanying Statement has been prepared on an accrual basis. Accordingly, the above mentioned statement is not intended to present the results of operations of the Company in conformity with accounting principles generally accepted in the United States of America. -7- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 3: DESCRIPTION OF ACCOUNTING POLICIES The Company maintains a job-order cost accounting system for the recording and accumulation of costs incurred under its contracts on a consistent basis. Each project is assigned a job number so that costs may be segregated and accumulated in the firm's job-order cost accounting system. The Company also maintains a general ledger in which direct and indirect costs are separated and accumulated which allows for the periodic reconciliation of job costs to the general ledger. Estimates The preparation of financial statements in conformity with accounting principles generally accepted in the United States of America (GAAP) requires management to make estimates and assumptions that affect the reported amounts of assets and liabilities and the disclosure of contingent assets and liabilities at the date of the financial statements and the reported amounts of revenues and expenses during the reporting period. Actual results could differ from those estimates. The Company's method of estimating costs for pricing purposes during the proposal process is consistent with the accumulation and reporting of costs under its job-order cost accounting system. Property and Equipment Property and equipment are recorded at cost and are depreciated over their estimated useful lives using the straight-line method. Typically, estimated useful lives range from 3 to 7 years for furniture and fixtures including computer software, computer equipment and automobiles. Leasehold improvements are amortized on a straight-line basis over the shorter of their estimated useful lives or the remaining terms of the underlying lease agreement. Expenditures for maintenance and repairs are charged to expense as incurred. Items of equipment costing below $1,000 are not capitalized but are charged to expense as incurred. Computer lease buyouts are expensed as long as each item is less than $500. Allowance for Doubtful Accounts The Company records its accounts receivable net of an allowance for doubtful accounts. This allowance for doubtful accounts is estimated based on management’s evaluation of the contracts involved and the financial condition of its clients. The factors considered in the contract evaluations include, but are not limited to: • Client type – federal or state and local government or commercial client; • Historical contract performance; • Historical collection and delinquency trends; • Client credit worthiness; and • General economic conditions. It is typical in the engineering industry to have accounts receivable balances for extended periods of time. -8- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 3: DESCRIPTION OF ACCOUNTING POLICIES (Continued) Goodwill Costs of investments in purchased companies in excess of the underlying fair value of net assets at dates of acquisition are recorded as goodwill and assessed for impairment when indicated. If considered impaired, goodwill will be written down to fair value and a corresponding impairment loss recognized. Retirement Plan The Company maintains a 401(k) plan, which provides that eligible employees may defer payment of taxes on a portion of their salary by making contributions in the plan through payroll deductions. The Company also provides an employer match. At the discretion of the Company, Hardesty & Hanover Holding LLC may contribute a supplemental amount to the profit sharing portion of the plan. Insurance Reserves The Company maintains insurance for certain insurable business risks. Insurance coverage contains various retention and deductible amounts. No accruals have been made in 2019 since the Company maintains insurance policies with deductible amounts. Income Tax Status – S Corporation The LLCs, with the consent of its members, has elected under the Internal Revenue Code and corresponding New York statue to be an S corporation. In lieu of corporation income taxes, the members of an S corporation are generally taxed on their proportionate share of the LLC’s taxable income. Therefore, no provision of liability for federal and New York state income taxes has been included in the financial statements and the deferred income tax liability has been calculated for this. The LLC is subject to New York City unincorporated business tax. Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC are disregarded entities and will be reported under the consolidated tax filing of Hardesty & Hanover Holding, LLC. All intercompany transactions will be eliminated in consolidation. The LLC’s tax returns since 2016 generally remain open to possible examination. Deferred Income Taxes Deferred taxes are provided for temporary differences in the basis of assets and liabilities for financial and tax purposes, and arise principally from methods used for depreciation, accrued revenue and accrued expenses. See FAR Note N for the deferred tax adjustment. For federal income tax purposes, depreciation is computed using the modified accelerated cost recovery system (MACRS), section 179 and bonus depreciation. Expenditures for major renewals and betterments that extend the useful lives or property and equipment are capitalized. Joint Ventures The company is involved in a number of joint ventures that provide architectural, engineering and management services. -9- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 3: DESCRIPTION OF ACCOUNTING POLICIES (Continued) Advertising The Company expenses advertising costs as incurred. During the year ended December 31, 2019, the Company incurred approximately $31,096 in advertising costs. Derivative Financial Instruments The Company has elected to use the simplified hedge accounting approach to account for interest rate swaps that are entered into for the purpose of economically converting variable-rate interest payments to fixed-rate payments. Commitments and Contingencies Loss contingency provisions are recorded when it is probable that a liability has been incurred and the amount of the liability can be reasonably estimated based on existing information. Subsequent Events The Company has evaluated subsequent events through June 26, 2020, the date the financial statements were available to be issued. NOTE 4: DESCRIPTION OF OVERHEAD RATE STRUCTURE Hardesty & Hanover, LLC is the design subsidiary and utilizes a company-wide overhead rate structure based on direct labor costs for the allocation of all its overhead costs. Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC are wholly owned subsidiaries of Hardesty & Hanover Holding, LLC. Hardesty & Hanover, LLC pays a majority of the overhead expenses and the administrative salaries directly. Some of the overhead expenses are charged directly to Hardesty & Hanover Construction Services, LLC at the time the invoice is paid. At year-end a percentage of other overhead costs are allocated to Hardesty & Hanover Construction Services, LLC. These overhead expenses are allocated in accordance with 48 CFR Part 31 Federal Acquisition Regulation (FAR) used in the preparation of the overhead audits for the various municipalities (9.77% for 2019). Administrative salaries are allocated based upon a direct labor formula (21.12% of total administrative salaries for 2019). These cost allocation procedures are consistent with those recommended in the AASHTO audit guide. NOTE 5: DESCRIPTION OF LABOR-RELATED COSTS Project labor - The Company allocates labor to all projects based upon standard hourly rates. Paid time off – Full time and part time employees are eligible to earn and use vacation time which is paid at the employees’ base pay rate at the time the vacation is taken. The amount of paid vacation time employees receive each year increases with length of employment. Sick pay benefits are also available to both full time and part time employees. The number of days each employee receives is based on years of service. -10- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 5: DESCRIPTION OF LABOR-RELATED COSTS (Continued) Premium overtime – Costs are incurred in meeting certain deadlines. If an employee is eligible for overtime, they receive payment equal to time and a half (premium portion). Uncompensated Overtime – The Company has salaried employees who exceed 40 hours per week. Their total direct and indirect labor costs are recorded and the excess amount above 40 hours is treated as a reduction in overhead referred to as uncompensated overtime. Highly compensated employees/officers/owners - The Company performed an analysis of executive compensation in accordance with Chapter 7 of the AASHTO Audit Guide. The analysis included an examination of the activities performed by Company executives, and the forms of compensation paid to executives. A total of $250,330 was eliminated from overhead related to unallowable activities and unallowable compensation. The analysis also included an evaluation of compensation reasonableness as described in AASHTO Audit Guide section 7.5, using information from the National Compensation Matrix. The reasonable compensation amounts developed using survey data did not exceed the applicable Benchmark Compensation amounts set forth in 48 CFR Part 31.205-6(p). Pension plans - The Company operates a 401(K)retirement plan that meets the requirements of FAR 31.205-6(j). During the year, the Company made a cash contribution of 3 percent of participating employees’ salaries totaling $926,947 Contract/purchased labor - The Company uses contract labor for engineering related services, and bills this labor as if it were for regular employees. The Company provides office space, administrative support, and controls the contract laborers. Therefore, contract laborers are considered employees, and their labor costs have been included in the direct and indirect labor, as applicable. Labor costs incurred to compete in the design build environment - The Company had direct labor costs on projects that were not awarded and an adjustment of $226,256 was made to direct labor. Employment contracts - There are two senior employees who have employment contracts. According to the terms of the contracts, each employee shall participate in bonus plans; a Company plan in which employees at similar levels receive a bonus and a second plan under which each senior employee shares in the Company’s profits based upon their profit sharing bonus units. These amounts must be retained with the company until withdrawal, termination, death or disability. Deferred Compensation Arrangements - In 2019, the Company continued to offer a deferred compensation plan to select employees that have elected deferred compensation and bonuses. The deferred compensation plans are unfunded; therefore, benefits are paid from the general assets of the Company. The total participant deferrals were $123,791 which represents the net present value of the amounts currently owed to them. The current portion of this liability totals $100,294 and the long term portion totals $23,497. $241,296 was disallowance related to deferred compensation (See FAR adjustment f) -11- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 5: DESCRIPTION OF LABOR-RELATED COSTS (Continued) Intercompany Labor Cost - As per industry standards of cost accounting, some of the employees’ and members' time are paid by Hardesty & Hanover, LLC and Hardesty & Hanover Construction Services, LLC. Their salaries are commensurate with performance and position. The salaries and related expenses have been appropriately included on the Statement of Direct Labor, Fringe Benefits and General Overhead of Hardesty & Hanover, LLC. NOTE 6: DESCRIPTION OF DEPRECIATION AND LEASING POLICIES Depreciation Depreciation and amortization expenses for the year ended December 31, 2019 were $794,152. Depreciation is calculated using primarily the straight-line method over the estimated useful lives of the assets, or in the case of leasehold improvements and capitalized leases, the lesser of the remaining term of the lease or its estimated useful life. Depreciation does not include section 179 or bonus depreciation. Operating Leases The following is a schedule, by year, of future minimum rental payments required under the major office operating leases that have initial or remaining non-cancelable lease terms in excess of one year as of 2019. (Rent payments made for the main office, located in New York City, are allocated between Hardesty & Hanover, LLC and Hardesty & Hanover Construction Services, LLC. There are other leases maintained for smaller offices in Connecticut, Florida, Illinois, Kansas, Louisiana, Maine, Maryland, Massachusetts, Michigan, New Hampshire, New Jersey, New York, Virginia and Washington.) Year ended December 31, Total 2020 $ 4,151,789 2021 4,300,284 2022 4,161,111 2023 3,779,736 2024 3,399,196 Thereafter 19,093,814 $ 38,885,930 -12- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 6: DESCRIPTION OF DEPRECIATION AND LEASING POLICIES (Continued) The total net amount paid and deferred for rent for 2019 by Hardesty & Hanover, LLC was $3,893,649. Capital Leases The company leases telephone equipment and computer equipment under capital leases. The economic substance of the leases is that the Company is financing the acquisition of the assets through the leases, and, accordingly, it is recorded in the Company’s assets and liabilities. Deferred Rent The terms of the Company’s lease obligations provide for scheduled escalations in the monthly rent. In accordance with FASB ASC Topic 840, Leases, the noncontingent rent increases are being amortized over the lives of the leases on a straight-line basis. Deferred rent of $627,585 at December 31, 2019 represents the unamortized rent adjustment at that date. Lease Incentive Payable Included within the Company’s lease agreements for its New York City Main office is an allowance for the landlord to pay the cost of initial improvements to the property up to a maximum of $4,372,254. The Company has recorded leasehold improvements and a credit to lease incentive payable of $4,367,863. This liability is amortized on a straight-line basis over the life of the lease and as a reduction of the annual rent expense in the current and future years. As of December 31, 2019 the remaining liability balance is $3,589,434. For the year ended December 31, 2019, rent was reduced by $253,926. The new lease expires December 31, 2030. Leased assets included in Property & Equipment The lease agreements contain a bargain purchase option at the end of the lease term. Depreciation of assets held under capital leases is appropriately included with depreciation expense. NOTE 7: DESCRIPTION OF RELATED PARTY TRANSACTIONS Hardesty & Hanover Construction Services, LLC and Hardesty & Hanover, LLC are wholly owned subsidiaries of Hardesty & Hanover Holding, LLC. Please see footnote 4 for the overhead rate structure. Personal Use of Company Vehicles – Certain employees of the Company have personal usage of company vehicles. Amounts attributable to this personal use ($13,606 for 2019) were disallowed in compliance with FAR 31.205-6(m)(2). -13- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 8: MEMBER AND EMPLOYEE RELATED OBLIGATIONS One remaining senior founding member has elected the “income” retirement payout rather than the “vested unit” retirement payout. This member’s retirement payout will be paid for ten years, equal to a percentage of the average of the member’s total annual compensation (Salary plus any profit and bonus distributions) for the three calendar year period immediately preceding the year of the member’s voluntary withdrawal. The member shall also receive a return of their capital account value which shall be calculated and paid in four equal quarterly installments, without interest. The member’s retirement date has not been determined. The Company has commitments to all other members for the value of outstanding vested units and members’ capital account balances. If a member wants to voluntarily withdraw from the Company, written notice must be given to the Company. Upon withdrawal from the Company, the member’s capital account including the current year’s profit/loss would be paid to the member in four quarterly payments. The member’s vested units will be paid over a period of years. The payout of the member’s vested units would begin one year after the withdrawal. The fair market value is determined by an outside valuation professional. As of December 31, 2019, no liability has been recorded as it has not been considered probable that a withdrawal will occur. As of August 1, 2018, Hardesty & Hanover, LLC has offered an employee phantom option units under a grant agreement known as the 2015 Phantom Unit Option Plan. The Plan is intended to comply with the terms and conditions required for current non-recognition of deferred compensation within the meaning of sector 409A of the Internal Revenue Code of 1986. The Company’s Board of Managers will determine the value of the grant price per phantom unit. One hundred percent of the phantom units subject to the option shall vest on January 1, 2023 and the grantee shall have no rights as an LLC Member with respect to the option. The Company shall treat the option as exercised upon grantee’s exercise date without further action by grantee and shall pay to the grantee the option benefit, if any, that shall be the amount equal to the excess of the exercise price over the grant price per phantom unit for all the vested units, as determined by the Board of Managers in accordance with the Plan. As of December 31, 2019 the option had not been exercised and no liability has been recorded on the books regarding this plan. There are no costs included in the Statement of Direct Labor, Fringe Benefits and General Overhead of Hardesty & Hanover, LLC. NOTE 9: CAPTIVE INSURANCE COMPANY In 2018, the Company purchased shares in a captive insurance company, Revolution, which provides general liability insurance coverage to the Company. Premiums paid to the captive insurance company are treated as an ordinary business expense and the initial capital contribution of $36,000 is shown on the balance sheet as an asset. Furthermore there is a cash security deposit in the amount of $166,664 recorded as a deposit since it is never expected to be used unless the captive insurance company defaults on an obligation. As per FAR 31.205-18 costs of $344,918 were appropriately included in the Statement of Direct Labor, Fringe Benefits and General Overhead of Hardesty & Hanover, LLC. These expenses are not in excess of third party insurance costs. -14- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 10: FACILITIES CAPITAL COST OF MONEY (FCCM) The FCCM rate was calculated in accordance with FAR 31.205-10, using average net book values of equipment and facilities multiplied by the average Federal Prompt Payment Act Interest Rate (Treasury Rate) for the applicable period. Equipment and facilities include furniture and fixtures, computer equipment, vehicles, and leasehold improvements. The home office calculation follows: Net Book Value of Assets – Prior Year $ 4,446,210 Net Book Value of Assets – Current Year 6,319,327 10,765,537 Average Net Book Value $ 5,382,769 Multiplied by: Average Treasury Rate 3.125% Equals: Facilities Capital Cost of Money $ 168,212 Divided by: Direct Labor Cost 23,750,162 Equals: Facilities Capital Cost of Money Rate 0.7083% NOTE 11: LIST OF OTHER DIRECT COST ACCOUNT AND CHARGE RATES Non-salary direct project costs, sometimes referred to as other direct costs (ODCs) are consistently allocated/costed to all projects. Cost items generally charged directly to projects are travel, equipment rental, outside printing, drilling, lab, insurance liability, permits, miscellaneous storage, parking and postage. NOTE 12: COST ESTIMATION PROCESS The Company’s method of estimating costs for pricing purposes during the proposal process was consistent with the accumulation and reporting of costs under the Company’s job-order cost accounting system. NOTE 13: TREATMENT OF MILEAGE REIMBURSEMENT All direct projects’ mileage reimbursement revenues derived while using company-owned vehicles are shown as an offset to the overhead “Travel” account. An adjustment of $15,102 was made to this account. -15- HARDESTY & HANOVER, LLC Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2019 NOTE 14: MANAGEMENT’S EVALUATION OF SUBSEQUENT EVENTS The Company evaluated all subsequent events through June 26, 2020, the date the Statement of Direct Labor, Fringe Benefits, and General Overhead was available to be issued. In December, 2019 an outbreak of a novel strain of coronavirus (COVID19) was reported. The World Health Organization (WHO) has declared a public health emergency of International concern. In early 2020, foreign, federal, state and local governments have encouraged self-isolation to curtail the spread of the global pandemic, and have begun mandating temporary work stoppage for many industry sectors and imposing limitations on travel and the size and duration of group meetings. Many business sectors are experiencing a range of disruption to business operations due to the COVID-19 outbreak. The extent of the impact of COVID-19 on the Company’s operational and financial performance will depend on certain developments, including the duration and spread of the outbreak, impact on the Company’s customers, employees and vendors, all of which are unprecedently uncertain and cannot be predicted. Management cannot quantify the financial and other affects to the Company’s financial position and results of future operations. In April 2020, the Company entered into a loan agreement for approximately $7.1 million dollars under the new Payroll Protection Program (PPP) with the bank that administers the line of credit agreement. The loan is unsecured and matures in April, 2022. The loan is payable in interest-only payments through October 2020 at an interest rate of 1.00% per annum. Some of this loan may be forgiven and not taxable. The regulations are undetermined at this time but some overhead costs may not be allowable due to this forgiveness. No additional adjustments or disclosures were necessary. -16- For the Year Ended December 31, 2019 INDEPENDENT AUDITOR’S REPORT ON INTERNAL CONTROLS AND COMPLIANCE AS REQUIRED BY GOVERNMENT AUDITING STANDARDS INDEPENDENT AUDITOR’S REPORT ON INTERNAL CONTROLS AND COMPLIANCE To the Members of Hardesty & Hanover, LLC New York, New York We have audited, in accordance with auditing standards generally accepted in the United States of America and the standards applicable to financial audits contained in Government Auditing Standards issued by the Comptroller General of the United States, the Statement of Direct Labor, Fringe Benefits, and General Overhead (Statement) of Hardesty & Hanover, LLC as of and for the year ended December 31, 2019, and the related notes to the Statement, and have issued our report thereon dated June 26, 2020. Internal Control over Financial Reporting In planning and performing our audit of the financial statements, we considered Hardesty & Hanover, LLC’s internal control over financial reporting (internal control) to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinions on the Statement, but not for the purpose of expressing an opinion on the effectiveness of Hardesty & Hanover, LLC’s internal control. Accordingly, we do not express an opinion on the effectiveness of Hardesty & Hanover, LLC’s internal control. A deficiency in internal control exists when the design or operation of a control does not allow management or employees in the normal course of performing their assigned functions, to prevent, or detect and correct misstatements on a timely basis. A material weakness is a deficiency, or a combination of deficiencies, in internal control, such that there is a reasonable possibility that a material misstatement of the entity’s Statement will not be prevented, or detected and corrected on a timely basis. A significant deficiency is a deficiency, or a combination of deficiencies, in internal control that is less severe than a material weakness, yet important enough to merit attention by those charged with governance. Our consideration of internal control over financial reporting was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control over financial reporting that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control over financial reporting that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. -17- Compliance and Other Matters As part of obtaining reasonable assurance about whether Hardesty & Hanover, LLC’s Statement is free from material misstatement, we performed tests of its compliance with certain provisions of laws, regulations, contracts, and grant agreements including provisions and applicable sections of 48 CFR Part 31, noncompliance with which could have a direct and material effect of the amounts reported on the Statement. However, providing an opinion on compliance with those provisions was not an objective of our audit and, accordingly, we do not express such an opinion. The results of our tests disclosed no instances of noncompliance or other matters that are required to be reported under Government Auditing Standards. Purpose of this Report The purpose of this report is solely to describe the scope of our testing of internal control and compliance and the results of that testing, and not to provide an opinion on the effectiveness of the entity’s internal control or on compliance. This report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the entity’s internal control and compliance. This report is intended solely for the use and information of the Company and government agencies or other customers related to contracts employing the cost principles of the Federal Acquisition Regulation, and should not be used by anyone other than these specified parties. Boyce, Hughes & Associates, LLP Jericho, New York June 26, 2020 -18- RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Firm References and Similar Work Completed Firm References and Similar Work Completed: H&H References Reference 1: Client Name: Kathy Banson-Verrico Address: PO Box 1918, Boca Grande, FL 33921 Phone/Fax: 941.697.2271 ext.2 / 941.697.5629 Email: kathygiba@earthlink.net Project Title: Gasparilla Island Swing Bridge Work Performed: Design and permitting of a replacement bridge with pedestrian walkway and access facilities. Project Location: Placida, FL Year Completed: 2014 (Design), 2016 (Construction) Team Members: Henri Sinson, Mike Sileno, Andrew Barthle, Amaka Anderson F-1 Reference 2: Client Name: Dennis Fernandez, PE Address: 701 NW 1st Court, Suite 1500, Miami, FL 33136 Phone/Fax: 786.469.5264 Email: fernandezd@miamidade.gov Project Title: Tamiami NW South River Drive Bridge Replacement Work Performed: Bridge design, permitting and construction support Project Location: Miami, FL Year Completed: 2015 (Design), 2019 (Construction) Team Members: Michael Sileno, Andrew Barthle, Amaka Anderson F-2 Reference 3: Client Name: Humberto Gomez, PE, CPM Address: 1000 NW 111 Avenue, Room 6251 Phone/Fax: 305.640.7390 Email: Humberto.gomez@dot.state.us Project Title: SW 1st Street Bridge Work Performed: Bridge design, permitting and construction support Project Location: Miami, FL Year Completed: 2018 (Design), 2021 (Construction) Team Members: Michael Sileno, Henri Sinson Further evidence of our similar work experience as well as copies of the executed agreements made between H&H and local municipalities with a similar scope is included at the end of this section. F-3 RJ Behar References Reference 1: Client Name: Mr. Jose Sanchez – Director of Streets Division, City of Hialeah Address: 5601 East 8th Avenue, Hialeah, Florida 33013 Phone/Fax: Phone (305) 687-2611 / Fax (305) 687-2632 Email: josanchez@hialeahfl.gov Project Title: Continuous Street Neighborhood Improvements Program Work Performed: Roadway design improvements, roadway reconstruction, streetscape, milling and resurfacing, drainage design, utility coordination, maintenance of traffic, lighting design, decorative lighting, signing and pavement markings. Project Location: City of Hialeah Neighborhoods Year Completed: 2000 – Ongoing Team Members: Robert J. Behar, PE – Project Manager; Juan H. Vazquez, PE, PH, BCEE – Drainage Engineer; Paola Riveros, PE – Project Engineer; Hans Murzi, PE – Project Engineer; Michelle Leon, EI – Project Engineer/Inspections; Nanette Akyaz-Gomez – CAD Designer F-4 Reference 2: Client Name: Mr. Dionisio Torres, PE – Public Works Director, Village of Palmetto Bay Address: 9495 SW 180th Street, Palmetto Bay, Florida 33157 Phone/Fax: Phone (305) 969-5011 / Fax: (305) 969-5091 Email: dtorres@palmettobay-fl.gov Project Title: SW 136th Street from US-1 to Cutler Road Work Performed: RJ Behar was responsible for roadway plans, pavement marking and signing plans, Temporary Traffic Control Plans (TTCP), utility coordination, signalization, drainage design and permitting. The improvements will require milling and resurfacing of the existing roadway and pavement widening to accommodate an on-road dedicated bicycle lane. The primary challenge for this project is accommodating the proposed sidewalks and bicycle lanes in a right- of-way constrained corridor. Project Location: Village of Palmetto Bay Year Completed: 09/2019 Team Members: Robert J. Behar, PE – Principal in Charge; Paola Riveros, PE – Project Manager; Hans Murzi, PE – Drainage Engineer; Jose Peña, PE – Structural Engineer Reference 3: Client Name: Mr. Karl Kennedy, PE – City Engineer, City of Pembroke Pines Address: 601 City Center Way, Pembroke Pines, Florida 33025 Phone/Fax: Phone (954) 518-9040 / Fax (954) 518-8905 Email: kkennedy@ppines.com Project Title: City Center Traffic Impact Study Work Performed: RJ Behar performed field reviews, data collection, signal timing, LOS Analysis, Review of Traffic Impacts, and compiling a report. The scope of work included traffic data collection, trip generation analysis, trip distribution, trip assignment, crash history and capacity/level-of-service (LOS) analyses. The analyses included eight intersections. Project Location: Charles F. Dodge City Center, City of Pembroke Pines Year Completed: 2019 Team Members: Robert J. Behar, PE – Principal in Charge; Rafael De Arazoza, PE – Project Manager; Michelle Leon, EI – Project Engineer/Data Collection; Hector Rosario, EI – Data Collection F-5 F.R. Aleman References Reference 1: Client Name: Elizabeth Wheaton, City of Miami Beach Address: 1700 Convention Center Drive Miami Beach, FL 33139 Phone/Fax: (305) 673-7000 Email: elizabethwheaton@miamibeachfl.gov Project Title: Topographic Survey and SUE for 11th Street Work Performed: As a subconsultant to A & P Consulting Transportation Engineer, FRA provided miscellaneous survey and SUE services along 11th Street in Miami Beach. Services included topographic survey, underground utility survey, and SUE related work. Under miscellaneous survey, three steps were developed: 1) Extend the exiting topographic survey to cover the areas where new design was proposed. Topographic survey shows all above ground features and show elevations at 100-foot intervals (at a minimum). Driveways were located, and elevations shown along the right-of-way lines (back of sidewalk) and extend into the properties to the building lines. − Extend topographic survey approximately 150 linear feet north from the existing topographic information at the intersection with Euclid Avenue. − Extend topographic survey 150 linear feet north and south from the existing topographic information at the intersection with Meridian Avenue. − Extend topographic survey 150 linear feet south from the existing topographic information at the intersection with Jefferson Avenue. − Extend topographic survey 100 feet along 11th Street, east from existing topographic information to approximate the most easterly side of the alley on Block 42. 2) FRA opened all existing manholes within the pump station area and obtained the invert information, pipe size, and material. FRA also designated all underground utility lines within the pump station area and the adjacent alley. Underground lines were shown on the topographic survey. 3) As a final step, FRA extended the topographic survey 150 linear feet north from the existing topographic information at the intersection and alleys within the project areas were developed. − Updated topographic survey provided. Creation of the GDTMRD file using the existing topographic information and combined it with the additional topographic/DTM information to be collected by FRA. − Obtained the drainage and sewer information along the corridor. FRA extended the existing baseline of survey as shown on survey provided easterly to Washington Avenue and Westerly to Alton Road. Right-of-way lines along Lennox Avenue, Michigan Avenue, and Pennsylvania Avenue shown on topographic file. The topographic survey was referenced to Florida State Plane Coordinate System, North American Datum 1983, Adjustment 1990 (NAD83/90). F-6 Elevations were based on North American Vertical Datum, 1988 (NAVD88). FRA has performed these survey tasks at multiple locations throughout Miami Beach, including Nautilus Middle/Polo Park, Fisher Park, and South Pointe Park, among others. Project Location: Miami Beach Year Completed: 2017 Team Members: Dennis Stanton, Antonio Diaz, Ivan Marti, Carlos Cuenca, Lis Tolstoy, Patricia Garcia Reference 2: Client Name: Paul Doll, FDOT District 4 Address: 3400 W Commercial Boulevard Phone/Fax: (954) 777-4603 Email: paul.doll@dot.state.fl.us Project Title: Continuing Services for Surveying, Mapping and SUE Work Performed: FRA provides as-needed surveying, mapping, and SUE support to District 4 on this 5-year districtwide contract. Under this contract, FRA provides miscellaneous surveying services throughout Broward, Palm Beach, Martin, Indian River, and St. Lucie Counties. Services provided includes LiDAR, field surveys, maintenance of traffic, historical baseline and existing right-of-way determination, GPS Surveys, topographic surveys and DTM, general land and aerial photography survey, monumentation surveys, bathymetric surveys, utility designation and excavation including GIS files, tree surveys, right-of-way control survey maps, right-of-way maps, maintenance maps, right-of-way monumentation maps, boundary surveys, quality assurance reviews, title search plotting maps, sketches, parcel staking, and legal descriptions. Project Location: Broward, Palm Beach, Martin, Indian River, and St. Lucie Counties Year Completed: 2023 Team Members: Dennis Stanton, Ivan Marti, Carlos Cuenca, Lis Tolstoy, Patricia Garcia, Pete Diaz, Ana Suarez Reference 3: Client Name: Juan Cordero, Miami-Dade County Water & Sewer Department Address: 3071 SW 38th Avenue Miami, FL 33146 Phone/Fax: (305) 665-7477 Email: juan.cordero@miamidade.gov Project Title: Design Services for Wastewater Treatment Plants Related to Consent Decree Work Performed: FRA served as a sub to MWH Americans, Inc. (now Stantec) on this Professional Services Agreement (PSA) contract. As a subconsultant, FRA provided topographic surveys, DTM, boundary surveys, GPS, survey control points, utility coordination, GPR, and SUE services. FRA also surveyed the sanitary and storm sewer manholes and catch basin invert elevations. All this information to be used to develop site and grading plans for the proposed project. These services were in support of WASD’s Pump Station Improvement Program for upgrading the wastewater collection and transmission system. Project Location: Miami, FL Year Completed: 2019 Team Members: Dennis Stanton, Ivan Marti, Carlos Cuenca, Lis Tolstoy, Patricia Garcia, Pete Diaz F-7 Miller Legg References Reference 1: Client Name: Scott Peterson, Project Manager - FDOT District 4 Address: 3400 West Commercial Boulevard, Fort Lauderdale, FL 33309 Phone/Fax: (954) 486-1400 / (954) 777-4074 Email: scott.peterson@dot.state.fl.us Project Title: SR 838/Sunrise Blvd. Bridge over Middle River Work Performed: Landscape Architecture, Irrigation and Hardscape Project Location: Fort Lauderdale Description: Miller Legg’s Team provided in-house design services for the replacement of the Sunrise Blvd. Bridge over the Middle River. This project was a pilot project for the FDOT's BOLD Initiative instituted by the Governor. Extensive coordination with the City of Fort Lauderdale involved design efforts that included special architectural wall/vertical features, Florida Friendly landscape design, as well as hardscape and irrigation to ensure a Context Sensitive Solution was provided as an entry point to the eastern Fort Lauderdale beach communities along the Middle River. Post Design services were also provided. Year Completed: 2017 Team Members: Brian Shore, RLA; Miguel Juncal, RLA, CA ` Reference 2: Client Name: Kevin Schot, RLA, District Landscape Architect - FDOT District 6 Address: 1000 NW 111th Avenue, Miami, FL 33172 Phone/Fax: (305) 470-5400 / (305) 470-5205 Email: kevin.schot@dot.state.fl.us Project Title: SR 5 / US 1 Summerland Key Work Performed: Landscape Architecture Project Location: Summerland Key, Monroe County Description: Services provided included preparation of standalone landscape design documents and program management for a 2.5 mile segment of the Florida Keys Overseas Highway (US 1) in Monroe County. These improvements enhanced the landscape of this corridor and responded to the multi-purpose trail adjacent to the US 1 corridor. The enhancements included landscaping of tree, palm and understory species as well as design survey services and post design services as well. Year Completed: 2016 Team Members: Brian Shore, RLA; Miguel Juncal, RLA, CA F-8 Reference 3: Client Name: Lazaro Quintero, Acting Parks and Recreation Director - City of Doral Address: 8401 NW 53rd Terrace, Doral, FL 33166 Phone/Fax: (305) 593-6600 / (305) 593-6615 Email: Lazaro.Quintero@cityofdoral.com Project Title: Doral Glades Park Boardwalk and Wetland Preserve Work Performed: Environmental, Permitting, GIS, Surveying, and Construction Administration Project Location: Doral Description: Doral Glades Park is a 25-acre recreational facility for which passive and active elements are planned, including playing fields, community and nature pavilions, fishing pier, walking trail and wetland boardwalk. Miller Legg provided a boundary and topographic survey and was involved in the design and construction of the wetlands and boardwalk, using GIS and surface water management support. Construction administration services were performed for the boardwalk. The firm coordinated with the City on permit compliance, exotic species removal, native species and maintenance programs; value engineering and design for the boardwalk(s) and pier(s). A Wetland Mitigation Plan was developed including GIS maps and habitat evaluation for placement of the boardwalks in ideal locations within the wetland. Finally, the firm was responsible for the preparation of environmental resource permit (ERP) modification applications for boardwalk and planting in wetland areas. Year Completed: 2019 Team Members: Dylan Larson, PWS, CEP, CLI, GTA; William Mohler, CA, CLI F-9 Universal Engineering Services References Reference 1: Client Name: Giancarlo Pena, PE; City of Miami Beach Address: 1700 Convention Center Dr. Miami Beach, FL Phone/Fax: 305-673-7071 Email: GiancarloPena@miamibeachfl.gov Project Title: Indian Creek Drive ROW Infrastructure Improvements Work Performed: Geotechnical Field Exploration, Sampling, and Laboratory Testing City Project Location: City of Miami Beach Year Completed: March 2016 to June 2016 Team Members: Reinaldo Villa, PE and Steve Jaimie, EI Reference 2: Client Name: Thais Vieira, R.A., LEEP AP; City of Miami Beach Address: 1700 Convention Center Dr. Miami Beach, FL Phone/Fax: 305-673-7071 Email: ThaisVieira@miamibeacgfl.gov Project Title: Miami Beach Convention Center Renovation Work Performed: Geotechnical Field Exploration, Sampling, and Laboratory Testing City Project Location: City of Miami Beach Year Completed: May 2014 to Ongoing Team Members: Reinaldo Villa, PE and Steve Jaimie, EI Reference 3: Client Name: Ryan Gittens, SEM Power, LLC Address: 301 Biscayne Boulevard Miami Fl 33132 Phone/Fax: 813-503-6104 Email: ryan@sempower.net Project Title: Bayfront Park Amphitheatre Entry Solar Canopy Work Performed: GEO Foundation Recommendations & Design Project Location: Tampa, FL Year Completed: Feb 2019- May 2019 Team Members: Reinaldo Villa, PE and Steve Jaimie, EI F-10 Media Relations Group References Reference 1: Client Name: Adrian Robaina, Pedelta Address: 2000 Ponce de Leon Blvd, Suite#624 |Coral Gables, FL 33134 Phone/Fax: 305-648-0010 Email: arobaina@pedelta.com Project Title: MDC/Department of Transportation and Public Works Snowden Pedestrian Bridge along Commodore Trail adjacent to Bridge 874293 Work Performed: Public Outreach Project Location: Old Cutler Trail between SW 173 Street and 174 Street Year Completed: Ongoing Team Members: Jeanette Gorgas and Alicia Gonzalez Reference 2: Client Name: Osmany Alfonso/APCTE Address: 8935 N.W. 35th Lane, Suite 200, Doral, Florida 33172 Phone/Fax: 786-257-3076 Email: oalfonso@apcte.com Project Title: MD-DTPW Design-Build Services for Bridge Replacement at N Miami Avenue over Little River Canal Work Performed: Public Outreach Project Location: North Miami Avenue between NW 85 Street and NW 86 Street Year Completed: Ongoing Team Members: Alicia Gonzalez and Jeanette Gorgas Reference 3: Client Name: Alejandro Uribe, Gannett Fleming Address: 800 NW 62nd Avenue, 490, Miami, Florida 33126 Phone/Fax: 305-908-3935. Email: auribe@gfnet.com Project Title: MD- EDP - Bridge 874420 Replacement over C-100A Canal along SW 136th St between SW 70 Ave and SW 72 Ave Work Performed: Public Outreach Project Location: SW 136 Street between SW 70 Avenue and SW 72 Avenue Year Completed: Ongoing Team Members: Alicia Gonzalez and Jeanette Gorgas F-11 Janus Research References Reference 1: Client Name: FDOT D6, Barbara Culhane Address: 1000 NW 111th Ave, Miami, FL 33172 Phone/Fax: (305) 470-5179 Email: barbara.culhane@dot.state.fl.us Project Title: Section 106 Evaluation and Determination of Effects Case Study Report of Venetian Causeway Work Performed: Cultural Resources Project Location: Venetian Causeway, City of Miami and Miami Beach, from North Bayshore Drive to Purdy Avenue Year Completed: Ongoing Team Members: Kenneth Hardin, Kathleen Hoffman, Amy Streelman Reference 2: Client Name: Kisinger Campo & Associates, Jason LaBarbera Address: 201 North Franklin Street, Suite 400, Tampa, Florida 33602 Phone/Fax: (305) 470-5179 Email: Jason.labarbera@kisingercampo.com Project Title: Duck Key Bridges Study Work Performed: Cultural Resources Project Location: Monroe County, FL Year Completed: Ongoing Team Members: Kenneth Hardin, Kathleen Hoffman, Amy Streelman Reference 3: Client Name: FDOT D6, Barbara Culhane Address: 1000 NW 111th Ave, Miami, FL 33172 Phone/Fax: (305) 470-5179 Email: barbara.culhane@dot.state.fl.us Project Title: Project Development and Environment Study Re-Evaluations: Interstate 395 from the I-95/Midtown Interchange ramps to MacArthur Causeway West Channel Bridges Work Performed: Cultural Resources Project Location: Miami, FL Year Completed: Completed January 2019 Team Members: Kenneth Hardin, Kathleen Hoffman, Amy Streelman F-12 HBL Lighting Design References Reference 1: Client Name: Tighe & Bond, Brian Brenner, Principal Engineer Address: 1 University Ave, Suite 100, Westwood, MA 02090 Phone/Fax: 857.415.3912 Email: BBrenner@TigheBond.com Project Title: Kenneth Burns Memorial Bridge Work Performed: Architectural Lighting Design Project Location: Worcester and Shrewsbury, MA Year Completed: 2015 Team Members: Faith E. Baum, Principal in Charge Reference 2: Client Name: Bridgescape LLC, Fred Gottemoeller, Principal Address: 9175 Guilford Road #214, Columbia, MD 21046 Phone/Fax: 301.490.6088 Email: fred.gottemoeller@bridgescape.net Project Title: Olentangy Pedestrian Bridge Work Performed: Architectural Lighting Design Project Location: Columbus, OH Year Completed: Ongoing Team Members: Faith E. Baum, Principal in Charge Reference 3: Client Name: HDR, Michael Fitzpatrick, Bridge Architect Address: 801 South Grand Avenue, Suite 500, Los Angeles, CA 90017 Phone/Fax: 213.239.5851 Email: Michael.Fitzpatrick@hdrinc.com Project Title: Lowry Avenue Bridge Work Performed: Architectural Lighting Design Project Location: Minneapolis, MN Year Completed: 2012 Team Members: Faith E. Baum, Principal in Charge F-13 F-15 GILBERT SAMSON OCEAN FRONT PARK CITY OF SUNNY ISLES BEACH, FLORIDA CLIENT: City of Sunny Isles Beach Sunny Isles Beach Government Center 18070 Collins Avenue, 3rd Floor Sunny Isles Beach, Florida 33160 Mr. Stan Morris Deputy City Manager Tel: (305) 792-1807 Fax: (305) 792-1614 E-mail: smorris@sibfl.net RJ BEHAR’S ROLE: RJ Behar is responsible for the design and permitting of the pro- posed sewer line and grinder pump on the property, in conjunction with managing all the design aspects of the project. RJ Behar is also respon- sible for the site geometry, grading, and drainage design. PROJECT STARTED: 4/25/2014 PROJECT COMPLETED: Ongoing COST/FEES PAID: $141,478.00 CONSTRUCTION COST: $3 million PROJECT LENGTH: 2.09 acres RJ BEHAR’S KEY PERSONNEL Robert J. Behar, PE Principal in Charge Javier Rodriguez, PE Project Manager Yulet Miguel, PE Project Engineer Elmer Cardenas, PE Lift Station Design Mylene Almeida, EI Project Engineer Richard Bolt Inspector Michelle Leon, EI Inspector R.J. Behar & Company, Inc. (RJ Behar) is leading this renovation effort for the Gilbert Samson Ocean Front Park located at 17400 Collins Avenue within the City of Sunny Isles. This project involves the design and permitting of a sanitary sewer grinder pump with connection to Dade County Facilities. Additionally it includes the design and permitting for a new driveway access from a Florida Department of Transportation road, Collins Avenue. The project also includes architectural plans for the addition of two bathroom stalls, full plumbing and electrical upgrades. The landscaping in the park will be enhanced and a new stage installed on the site. The project also includes all new exterior and interior lighting. F-16 US 1 Pedestrian/Bicyclist Bascule Bridge over the New River PD&E Fort Lauderdale, Florida Owner Florida Department of Transportation District 4 Binod Basnet 954.777.4146 Binod.basnet@dot.state.fl.us Completion Date 8/2018-2019 Hardesty & Hanover provided bridge engineering analysis and pedestrian bridge design services for a Pedestrian/Bicyclist Bascule Bridge PD&E Study for Florida Department of Transportation, District 4. The PD&E study developed and evaluated, from an engineering and environmental constraints standpoint, design alternatives for a new signature pedestrian/ bicycle bascule bridge facility that will cross the New River and replace the existing pedestrian walkway that exists inside the Henry E. Kinney Tunnel. This study included the development and tiered screening evaluation of several feasible movable bridge design alternatives. Providing US-1 north-south connectivity would require implementing a functional, long-standing, and balanced design that incorporates necessary aesthetics, that would integrate with several adjacent historical structures and existing Riverwalk, with function so that the navigational challenges that currently exist for marine traffic along the New River will not be increased. Another goal of the study was to identify bridge alternatives that would reduce or eliminate construction impacts to the marine industry ($8.8B industry with 110,000 Broward County jobs) by focusing well-established and safe construction methods, such as pre-assembly of movable spans and precast piers. F-17 East Side Coastal Resiliency Scoping New York, New York Client New York City Department of Design and Construction How Sheen Pau 718-391-2093 Completion Date Ongoing Project Value $1,500,000 Project Highlights • Pedestrian bridges • Rehabilitation design • New bridge design Hardesty & Hanover (H&H) is providing pre-scoping services for the East Side Coastal Resiliency Project in Manhattan. The aim of this project is to protect neighborhoods and infrastructure from future storm surge and rising sea levels, as well as improve recreational opportunities and accessibility to the park and waterfront. Under this contract, H&H inspected seven existing pedestrian bridges to determine their structural viability. Based on our findings, we are recommending rehabilitation or replacement in conjunction with the other aspects of the Coastal Resiliency program, including berms and other landscaping improvements. We will be providing conceptual, preliminary and final design services for two new bridges as well as ramp modifications to a third bridge in order to further enhance pedestrian access to and from the waterfront on the Lower East Side. The bridge locations will be determined based upon several factors in order to provide the most benefit to the local communities. F-18 Wonderland Pedestrian Bridge Boston, Massachusetts Client Massachusetts Bay Transportation Authority (MBTA) John Waugh 781.793.9988 Start / Completion Date 2012 Highlights • Design for Pedestrian Bridge (with two elevators) as part of the Tender Package for a Design-Build project. • Cable-Stayed Design, Double T Beams (NEXT Beams Prestressed Concrete Design). • Coordination with MBTA (construction of active Rail and connection with Subway Station). • Pedestrian Bridge / Plaza to Accommodate Future Development (proposed hotels and garages). Hardesty & Hanover performed engineering services for the MBTA Revere rail facility and streetscape project at the Wonderland Station. The design was completed as part of the tender phase for a design-build contract and consisted of preparation of contract documents for a new pedestrian bridge to provide pedestrian access over a heavily traveled roadway to a multi-use facility that links the MBTA subway station to the nearby beach waterfront. The design involved a new cable stayed bridge, prestressed concrete approach structure, two elevators (to the beachfront and subway station), landscape architecture and aesthetic treatments to create a “gateway” to the historic beachfront. The project involved coordination with MBTA’s Boston Commuter Rail and MassDOT for direct connections to the MBTA subway station, construction over active rail lines, as well as coordination to accommodate future development proposed at this site (garage and hotels located two levels below the long ramp). Construction over two MBTA Rail Tracks Construction to Coordinate with Future Development F-19 SR 826 / Sunny Isles Blvd. / Palmetto Bridge over the ICWW Sunny Isles Beach, Florida Client FDOT District 6 Geidy Coello, PE 305.470.5421 Completion Date 2016-current Project Value $ 9,000,000 Hardesty & Hanover is providing comprehensive engineering services for the rehabilitation of the Sunny Isles Bridge over the ICWW. Each of the twin bridge structures consist of a four-lane crossings with 16 pre-stressed AASHTO concrete and steel beams spans and a double-leaf trunnion bascule span. Design services included mechanical/electrical rehabilitation, steel painting, deck grating replacement with wheel paths, vibration study of the control house, public involvement; permitting, TCP plans, roadway, drainage, signing and pavement markings analysis and plans, and construction cost estimates. This design project will add bicycle lanes on Sunny Isles Boulevard, from SR A1A to NE 35th Avenue, and includes the addition of special safety details on the bascule grating. Traffic control will include a crossover geometry which required our team to coordinate with the City of Sunny Isles Beach on how to limit any impacts to a City park and associated hardscape. The following deficiencies were noted during inspection, addressed, and corrected: deterioration of open grid steel deck (surface corrosion, distressed connectors, cracked welds and broken rivets, replacement/rehabilitation of drives, bearings and locks. BICYCLE GRATING – SAFETY DETAIL F-20 Gasparilla Island Swing Bridge Replacement Gasparilla Island, Florida Client Gasparilla Island Bridge Authority Kathy Verrico 941.697.2271 Start / Completion Date Design 2013 Construction 2016 Project Value $18,7000,000 Engineering Fee Design $1,368,832 Post Design $375,000 Hardesty & Hanover provided comprehensive design services for the replacement of the Gasparilla Island Swing Bridge which included field inspection, a feasibility study, complete design, and post-design engineering support. Our feasibility study provided details on high-level fixed, swing, and bascule alternatives on north and south alignments. A swing bridge on a southerly alignment was chosen to minimize environmental impacts such as devastation to sea grass and mangrove vegetation. H&H’s design goal was to replicate the existing appearance of the site and position the new 225-foot main swing span off- center from the existing navigation channel and higher than the existing span to allow the existing and new span to operate during the construction of the new bridge. The new swing span superstructure consists of steel girders in similar shape to the existing supporting an Exodermic concrete deck. The north approach span structure consists of two 108 foot spans with a total length of 217 feet, while the south approach structure includes two 117 foot spans with a total length of 235.5 feet. The approach superstructure has Florida I-Beam prestressed beams (FIB) supporting a cast-in-place concrete deck. The total length of the new bridge, including approach spans, is 678 feet. The new substructure consists of waterline footings founded on prestressed concrete piles and hammerhead-type piers supporting the superstructure. This is the first substructure designed to support a swing bridge using the FDOT navigation vessel collision loads and methodology. Mechanically stabilized wall systems support the approach embankments. The new bridge profile is higher than the existing to satisfy the Coast Guard requirements, reduce the number of bridge openings, and not be impacted by the storm surge wave crest. The new elevation also allows the new swing span to clear the existing swing span during operation since the existing swing bridge remained in service throughout construction. F-21 SR 968/SW 1st Street Bascule Bridge over the Miami River Miami, Florida Client FDOT District 6 Humberto Gomez, PE 305.640-7390 Completion Date Final Design 2017 Project Value $ 80,000,000 Serving as Lead Designer and Engineer-of-Record, Hardesty & Hanover designed the new bascule span replacement and roadway reconstruction for the SR 968/SW 1st Street Bascule Bridge. The new 507-foot replacement bridge included a 315-foot (240 feet trunnion-to-trunnion) double-leaf bascule span over a widened 125-foot navigation channel. Two new approach spans (100-foot span on the west and an 88-foot span on the east), consists of prestressed concrete beams providing at least 16.5 feet of clearance over North and South River Drives. The bascule span roadway included an Exodermic concrete deck providing protection of steel superstructure and a safer/quieter riding surface. The bascule span operates with an electrical-mechanical gear train with a rack and pinion drive, variable frequency drive motor control and relay logic. Project aesthetics are incorporated into the bridge piers, walls, abutments, and a three-story control house. Roadway reconstruction included upgrading the existing substandard typical section to current standards through the project limits. A typical section in the new roadway has three 11-foot traffic lanes, a 5.5-foot bicycle lane, and 2.5-foot shoulders. Traffic barriers and pedestrian railing are included in the new bridge typical section. The existing nationally-registered historic SW 1st Street Bridge is a 650.5 foot, 13-span bridge constructed in 1929 is the gateway crossing into downtown Miami traversing the lower segment of the Miami River, which is a working river due to its very active commercial vessel usage. The four-lane one-way pair SW 1st Street Bridge (with the W. Flagler Street Bridge) provides local eastbound access to downtown Miami from the community of Little Havana and located within the City of Miami’s Greenway System. Community involvement has resulted in a new bridge design that will be reflective of the historic bridge and the adjacent South River Drive. F-22 SR A1A North Causeway Bridge over ICWW St. Lucie County, Florida Client Florida Department Transportation District 4 Donovan Pessoa 954-777-4466 Start / Completion Date 2016-2019 Project Value $50,000,000 Hardesty & Hanover is providing engineering design services for the replacement of SR A1A North Causeway Bridge. Scope of services includes bridge design, geotechnical, drainage, hydrogeology, lighting, signalization, signage, paving marking, utility/railroad/marine coordination, public involvement, maintenance, control and protection of vehicular and marine traffic, as well as additional roadway design services which will address adjacent state, frontage and access roads and railway crossings affected by the project. Constructed in 1963, this movable bascule bridge spans over the Intracoastal Waterway (ICWW) connects the barrier island to the mainland in the City of Fort Pierce. In March 2014, the bridge was structurally inspected and found to be structurally deficient and functionally obsolete. The PD&E Study is currently underway to evaluate bridge replacement alternatives to resolve the structurally-deficient conditions and enhance regional mobility. It is likely that a high-level fixed bridge with improved safety for pedestrians and bicyclists and improved traffic operation will be deemed the most viable option. The preferred horizontal alignment of the replacement bridge is just north of the existing structure. The west end tie-down of the new bridge will be at US-1 and the east end tie-down will be near the North Causeway Island Park. The design will maintain local US-1 access beneath the new bridge spans via an extension of Juanita Avenue to Old Dixie Highway. New roadways for traffic crossing the FECRR to the marina will be either designed directly beneath the new bridge or parallel to the new bridge piers. F-23 Jupiter Federal Bridge Replacement Jupiter, Florida Client Florida DOT, D4 James Hughes, PE 954.777.4419 Completion Date: Estimated Design: 2020 Estimated Construction Start: 2020 Project Value: $121,000,000 Hardesty & Hanover is serving as the Engineer of Record for this bridge replacement project. During the preliminary design phase, H&H is addressing the structural and functional deficiencies of the existing US-1/SR-5 Jupiter Federal Bridge over the Intracoastal Waterway from CR-A1A (Ocean Boulevard) to Beach Road by studying vertical and horizontal alignment bridge replacement alternatives. The existing Jupiter Federal Bridge, originally constructed in 1958 (with a 116-foot movable span length) and recently deemed by FDOT to be functionally obsolete and structurally deficient, is a four-lane, divided, low-level bascule bridge that connects Palm Beach County’s Jupiter Inlet District and Tequesta communities. The current bridge typical section includes two 11-foot inside travel lanes and two 12-foot outside travel lanes, 2-foot outside shoulders (both sides), bridge rail, and a 7-foot traffic separator. Dedicated sidewalks and bicycle lanes are not provided, nor does a barrier exist between vehicles and pedestrians traveling along the bridge. The project is in the final stages of the PD&E study which has been extensive due to the replacement bridge’s potential impact on the neighboring businesses, parks, boaters, marinas, observation deck, museum, residents and local traffic. In addition to addressing and correcting bridge deficiencies in our design, H&H will incorporate intersection improvements and improve traffic functions at both ends of the approximately 2,960-foot long (0.56 mile) project corridor. The design will include ADA access ramps to the 8-foot sidewalks and a 7-foot buffered bike lane will also be provided for additional safety. F-24 HARDESTY & HANOVER Similar Executed Agreements •FDOT 4: Design Services for SR-5/US-1 Federal Highway from CR-A1A to Beach Road •City of Sunny Isles Beach: Pedestrian Bridge Independent Peer Review STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PROFESSIONAL SERVICES AGREEMENT 375-030-12 PROCUREMENT OGC – 09/16 Page 1 of 2 Contract No.: C9U79 FDOT Financial ID No.(s) 428400-2-32-01 Appropriation Bill Number(s)/Line Item Number(s) for 1st year of contract, pursuant to s. 216.313, F.S. HB 5001/1867 (required for contracts in excess of $5 million) F.A.P. No. 4854-088-P THIS AGREEMENT, made and entered into this day of , by and (This date to be entered by DOT only) between the STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION, an agency of the State of Florida, hereinafter called the Department and Hardesty & Hanover, LLC (FEID No. F45-3031954 ) of 1000 Sawgrass Corporate Parkway, Suite 554, Sunrise, Florida 33323 authorized to conduct business in the State of Florida, hereinafter called the Consultant, agree as follows: The Consultant and the Department mutually agree to abide by the Department's Standard Professional Services Agreement, Terms, dated September, 2016 which are available as an appendix to this form in the Department's Professional Services web site or from the Department's Office of Procurement. The Standard Professional Services Agreement Terms, with the exception of the following non-applicable sections: None are incorporated by reference and made a part of this Agreement. 1.SERVICES AND PERFORMANCE A.The Department does hereby retain the Consultant to furnish certain services as described in Exhibit "A", attached hereto and made a part hereof, in connection with Design Services for SR-5/US-1 Federal Highway from CR-A1A to Beach Road B.Unless changed by written agreement, the site for inspection of work referenced in Section 1.I of the Standard Professional Services Terms, will be 1000 Sawgrass Corporate Parkway, Suite 554, Sunrise, Florida 33323. 2.TERM A.Unless otherwise provided herein or by Supplemental Agreement or Amendment, the provisions of this Agreement will remain in full force and effect through completion of all services required of the Consultant or a 10 year term from the date of execution of this Agreement, whichever occurs first. B.Check applicable terms The scheduled project services to be rendered by the Consultant will commence, subsequent to execution of this Agreement, on the date specified in the written notice to proceed from the Department 's Director of Transportation Development which notice to proceed will become part of this Agreement. The Consultant will complete scheduled project services within 39 months of the commencement date specified in the notice to proceed or as modified by subsequent Amendment or Supplemental Agreement. The project services to be rendered by the Consultant for each task assignment will commence, upon written notice from the Department's and will be completed within the time period specified in each task assignment. All services performed under this contract will be completed within months from the date of this Agreement. The total fee for all accumulated task assignments may not exceed $ The scheduled project services to be rendered by the Consultant will commence, subsequent to execution of this Agreement, on the date specified in the written notice to proceed from the Department's which notice to proceed will become part of this Agreement. The Consultant will complete scheduled project services within calendar days following completion of the construction contract(s) with which DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 May, 201726th STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD PROFESSIONAL SERVICES AGREEMENT 375-030-12 PROCUREMENT OGC – 09/16 Page 2 of 2 consultant services are associated. The anticipated length of the consultant services is months. 3.INSURANCE The amount of liability insurance to be maintained by the Consultant in accordance with Section 4.B of the Standard Professional Services Agreement Terms is $1,000,000.00. 4.SUBCONTRACTS The following subconsultants are authorized under this Agreement in accordance with Section 7.A. of the Standard Professional Services Agreement Terms: Wantman Group, Inc.; VIA Engineering Group, Inc.; Sakoian International, LLC; AREHNA Engineering, Inc.; ASA Consultants, Inc.; Corven Engineering, Inc.; Touchstone Architecture & Consulting P.A. d/b/a/ The Dodstone Group; Kimley-Horn and Associates, Inc.; BCC Engineering, Inc.; ACME Barricades, LC; AMDRILL, Inc.; L.E. Security, Inc. 5.COMPENSATION The Department agrees to pay the Consultant compensation as detailed in Exhibit "B", attached hereto and made a part hereof. 6.MISCELLANEOUS A.Reference in this Agreement to Director will mean the Director of Transportation Development. B.The services provided herein do do not involve the expenditure of federal funds. In the event federal funds are involved, Section 9 of the Standard Professional Services Agreement Terms is incorporated by reference. C.The following attachments are hereby incorporated into this Agreement as part hereof as though fully set forth herein. Page A-1 through Page A-103 : Exhibit "A", Scope of Services Page B-1 through Page B-8 : Exhibit "B", Method of Compensation IN WITNESS WHEREOF, the parties have executed this Agreement by their duly authorized officers on the day, month and year set forth above. Hardesty & Hanover, LLC STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION Name of Consultant BY: BY: Authorized Signature Stacy L. Miller, P.E. (Print/Type) (Print/Type) Title: Title: Director of Transportation Development FOR DEPARTMENT USE ONLY APPROVED: LEGAL REVIEW Professional Services Unit General Counsel Office DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 Principal Timothy J Noles DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 375-030-12 PROCUREMENT OGC – 9/16 Page A5 of 11 C.The Consultant will comply with all federal, state and local laws and ordinances applicable to the work or payment for work thereof, and will not discriminate on the grounds of race, color, religion, sex, national origin, age or disability in the performance of work under this Agreement. D.The Consultant warrants that the Consultant has not employed or retained any company or person, other than a bona fide employee working solely for the Consultant, to solicit or secure this Agreement, and that he has not paid or agreed to pay any person, company, corporation, individual, or firm any fee, commission, percentage, gift or any other consideration, contingent upon or resulting from the award or making of this Agreement. It is understood and agreed that the term "fee" shall also include brokerage fee, however denoted. For the breach or violation of this Paragraph, the Department shall have the right to terminate this Agreement without liability, and, at its discretion, to deduct from the contract price, or otherwise recover, the full amount of such fee, commission, percentage, gift or consideration. E.The Consultant shall comply with Chapter 119, Florida Statutes. Specifically, the Consultant shall: (1) Keep and maintain public records required by the Department to perform the service. (2)Upon request from the Department's custodian of public records, provide the Department with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided in Chapter 119, Florida Statutes, or as otherwise provided by law. (3) Ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the Agreement term and following completion of the Agreement if the Consultant does not transfer the records to the Department. (4) Upon completion of the Agreement, transfer, at no cost, to the Department, all public records in possession of the Consultant or keep and maintain public records required by the Department to perform the service. If the Consultant transfers all public records to the Department upon completion of the Agreement, the Consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the Consultant keeps and maintains public records upon completion of the Agreement, the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the Department, upon request from the Department's custodian of public records, in a format that is compatible with the information technology systems of the Department. Failure by the Consultant to comply with Chapter 119, Florida Statutes, shall be grounds for immediate unilateral cancellation of this Agreement by the Department. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS AGREEMENT, CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT: District 4 954-777-4529 D4prcustodian@dot.state.fl.us Florida Department of Transportation District 4 - Office of General Counsel 3400 West Commercial Blvd. Fort Lauderdale, FL 33309 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 375-030-12 PROCUREMENT OGC – 9/16 Page A6 of 11 F.The Consultant agrees that it will make no statements, press releases or publicity releases concerning this Agreement or its subject matter or otherwise disclose or permit to be disclosed any of the data or other information obtained or furnished in compliance with this Agreement, or any particulars thereof, during the period of the Agreement, without first notifying the Department and securing its consent in writing. The Consultant also agrees that it will not publish, copyright or patent any of the data developed under this Agreement, it being understood that such data or information is the property of the Department. G.Consultant covenants and agrees that it and its employees will be bound by the standards of conduct provided in applicable Florida Statutes and applicable rules of the Department of Business and Professional Regulation as they relate to work performed under this Agreement. Consultant further covenants and agrees that when a former state employee is employed by the Consultant, the Consultant will require that strict adherence by the former state employee to Florida Statutes 112.313(9) and 112.3185 is a condition of employment of said former state employee. These statutes will by reference be made a part of this Agreement as though set forth in full. Consultant agrees to incorporate the provisions of this paragraph in any subcontract into which it might enter with reference to the work performed pursuant to this Agreement. H.A person or affiliate who has been placed on the convicted vendor list following a conviction for a public entity crime may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not be awarded or perform work as a contractor, supplier, subcontractor, or consultant under a contract with any public entity, and may not transact business with any public entity in excess of the threshold amount provided in Section 287.017, for CATEGORY TWO for a period of 36 months from the date of being placed on the convicted vendor list. I.The Department will consider the employment by any contractor of unauthorized aliens a violation of Section 274A(e) of the Immigration and Nationality Act. Such violation will be cause for unilateral cancellation of this Agreement, by the Department, if the Consultant knowingly employs unauthorized aliens. J.DISCRIMINATION: An entity or affiliate who has been placed on the discriminatory vendor list may not submit a bid on a contract to provide goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to a public entity, may not award or perform work as a contractor, supplier, subcontractor, or consultant under contract with any public entity, and may not transact business with any public entity. K.The Consultant agrees to comply with the Title VI Nondiscrimination Contract Provisions, Appendices A and E, available at http://www.dot.state.fl.us/procurement/index.shtm, incorporated herein by reference and made a part of this Agreement. L.The contractor/consultant/vendor agrees to comply with section 20.055(5), Florida Statutes, and to incorporate in all subcontracts the obligation to comply with section 20.055(5), Florida Statutes. 6.TERMINATION AND DEFAULT A.The Department may terminate this Agreement in whole or in part at any time the interest of the Department requires such termination, as follows: (1)If the Department determines that the performance of the Consultant is not satisfactory, the Department may notify the Consultant of the deficiency with the requirement that the deficiency be corrected within a specified time; but not less than 10 days. Otherwise the Agreement will be terminated at the end of such time or thirty (30) days whichever is sooner. (2)If the Department requires termination of the Agreement for reasons other than unsatisfactory performance of the Consultant, the Department will notify the Consultant of such termination, with instructions as to the effective date of work stoppage or specify the stage of work at which the Agreement is to be terminated. DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 DocuSign Envelope ID: A4AD1F85-7AED-446C-B47A-9804B3DF3740 t°'.12 AGREEMENT BETWEEN THE CITY OF SUNNY ISLES BEACH AND HARDESTY & HANOVER, LLC. CONTRACT NO. 2019 - 7182. THIS CONTRACTUAL AGREEMENT (hereinafter referred to as the "Agreement") is made in duplicate, this 6 day of /I-U.9U, 2019, by and between the CITY OF SUNNY ISLES BEACH, Florida, (hereinfter '"referred to as "City"), and HARDESTY & HANOVER, LLC:, a corporation authorized to do business in the State of Florida (hereinafter referred to as "Consultant") whose Federal I.D. # is 45-3031954. RECITALS WHEREAS,the City is in need of Consultant to provide independent peer review services for the Sunny Isles Pedestrian Bridges ("Services"); and WHEREAS, Consultant has expressed the ability and desire to provide these Services as more fully described in Attachment "A", which is attached hereto and incorporated herein by reference; and WHEREAS, Consultant is qualified, willing and able to provide the desired Services subject to the terms and conditions contained herein; and WHEREAS,the City desires to enter into this Agreement with Consultant to provide the Services in a total amount not to exceed Fifty-Six Thousand Four Hundred Seventy-Five Dollars 56,475.00) in accordance with Attachment"A". NOW THEREFORE, in consideration of the promises and the mutual covenants herein name, the parties agree as follows: 1. RECITALS. The Recitals set forth above are hereby incorporated into this Agreement and made a part hereof for reference. 2. SERVICES. Consultant shall provide the Services as more particularly described in Attachment"A"attached hereto and made a part hereof 3.TERM. Subject to the provisions relating to the termination of this Agreement as set forth in Section 8 hereunder,the term of this Agreement shall begin upon the issuance of a Notice to Proceed from the City Manager or designee and shall terminate no later than One Hundred Eighty Days(180) from date of issuance of the Notice to Proceed. 4. COMPENSATION. As the entire compensation under this Agreement and during the terms of this Agreement, in whatever capacity rendered,the City shall pay Consultant an amount not to exceed Fifty-Six Thousand Four Hundred Seventy-Five Dollars($56,475.00)in accordance with Attachment"A", and under the following conditions: a. Invoice Requirements. Consultant shall be required to submit detailed billing invoices, with each job detailing the number of hours performed, in order to be paid by the City. The dates and times the Services must be provided shall be mutually agreed upon by the City and Consultant.All Services to be performed by Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax Consultant including the dates and times shall be directed through, and approved in advance by, the City Manager. b. Disbursements. There are reimbursable expenses associated with this contract as more particularly described in Attachment "A". However, no additional reimbursable expenses are authorized without express written approval in advance from the City Manager or his designee. c. Payment Schedule. Invoices received from the Consultant pursuant to this Agreement will be reviewed by the initiating City Department. The City shall pay the Consultant for the performance of the stated Services as follows: 50% deposit of Professional Engineering Service Fee upon execution of this Agreement, and 50% upon completion of the plans for the permit. If Services have been rendered in conformity with the Agreement, the invoice will be sent to the Finance Department for payment. Invoices must reference the contract number assigned hereto. Invoices will be paid in accordance with the State of Florida Prompt Payment Act. d. Availability of Funds. The City's performance and obligation to pay under this Agreement is contingent upon an annual appropriation for its purpose by the City Commission. e. Final Invoice. In order for both parties herein to close their books and records, the Consultant will clearly state "final invoice" on the Consultant's final/last billing to the City. This certifies that all services have been properly performed and all charges and costs have been invoiced to the City. Since this account will thereupon be closed, any other additional charges, if not properly included on this final invoice, are waived by the Consultant. Consultant shall make no other charges to the City for supplies, labor, taxes, licenses, permits, overhead or any other expenses or costs unless any such expense or cost is incurred by Consultant with the prior written approval of the City. If the City disputes any charges on the invoices, it may make payment of the uncontested amounts and withhold payment on the contested amounts until they are resolved by agreement with Consultant. Consultant shall not pledge the City's credit or make it a guarantor of payment or surety for any contract, debt, obligation,judgment, lien, or any form of indebtedness. The Consultant further warrants and represents that it has no obligation or indebtedness that would impair its ability to fulfill the terms of this Agreement. 5. INDEPENDENT CONSULTANT RELATIONSHIP. The Consultant is an independent Consultant and shall be treated as such for all purposes. Nothing contained in this Agreement or any action of the parties shall be construed to constitute or to render the Consultant an employee, partner, agent, shareholder, officer or in any other capacity other than as an independent Consultant other than those obligations which have been or shall have been undertaken by the City. Consultant shall be responsible for any and all of its own expenses in 2 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax performing its duties as contemplated under this Agreement. The City shall not be responsible for any expense incurred by the Consultant. The City shall have no duty to withhold any Federal income taxes or pay Social Security services and that such obligations shall be that of the Consultant, other than those set forth in this Agreement. Consultant shall furnish its own transportation,office and other supplies as it determines necessary in carrying out its duties under this Agreement. 6. OWNERSHIP OF DOCUMENTS AND EQUIPMENT. All documents prepared by the Consultant pursuant to this Agreement and related Services to this Agreement are intended and represented for the ownership of the City only. Any other use by Consultant or other parties shall be approved in writing by the City. If requested, Consultant shall deliver the documents to the City within fifteen(15) calendar days. 7. INSURANCE. Consultant shall, at its sole cost and expense, during the period of any work being performed under this Agreement, procure and maintain the following minimum insurance coverage to protect the City and Consultant against all loss, claims, damage and liabilities caused by Consultant, its agents or employees, as indicated below: Comprehensive General liability insurance, including broad form contractual liability coverage for all operations, including, but not limited to, contractual, products, and completed operations,personal injury and property damage liability with minimum limits of One Million Dollars ($1,000,000)per occurrence. Worker's Compensation and employer's liability coverage, as required pursuant to Florida law. Umbrella insurance shall be required to purchase,maintain, and keep in full force, effect, and in good standing above the primary liability policies required herein. The limit shall not be less than One Million Dollars ($1,000,000.00) per occurrence and annual aggregate per occurrence during the initial and any renewal term of this Agreement. Professional Liability Insurance including Errors and Omissions with minimum limits of One Million Dollars($1,000,000.00)per occurrence. Insurance required of the Consultant shall be primary to, and not contribute with, any insurance or self-insurance maintained by the City. Such insurance shall not diminish Consultant's indemnification and obligations hereunder. The insurance policy shall be issued by companies authorized to do business under the laws of the State of Florida and acceptable to the City with a minimum A.M. Best rating of A-Excellent. Before any work under this Agreement is performed, and at any time upon request, Consultant shall furnish to the City certificates of insurance evidencing the minimum required coverage and shall be appropriately endorsed for contractual liability, with the City named as additional insured. All policies shall contain a waiver of subrogation endorsement. All policies and certificates shall be in forms and issued by insurance companies acceptable to the City Manager or his designee. All insurance policies and certificates of insurance shall provide that the policies may not be canceled or altered 3 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax without thirty (30) days prior written notice to the City. The City reserves the right from time to time to change the insurance coverage and limits of liability required to be maintained by Consultant hereunder. Consultant shall also require and ensure that each of its sub-Consultants providing services hereunder(if any)procures and maintains,until the completion of the services, insurance of the types and to the limits specified herein. ANY EXCEPTIONS TO THE INSURANCE REQUIREMENTS IN THIS SECTION MUST BE APPROVED IN WRITING BY THE CITY. 8. TERMINATION AND REMEDIES FOR BREACH. A.If, through any cause within reasonable control, the Consultant shall fail to fulfill in a timely manner or otherwise violate any of the covenants, agreements or stipulations material to this Agreement, the City shall have the right to terminate the Services then remaining to be performed. Prior to the exercise of its option to terminate for cause, the City shall notify the Consultant of its violation of the particular terms of the Agreement and grant Consultant ten (10) days to cure such default. If the default remains uncured after ten (10) days the City may terminate this Agreement, and the City shall receive a refund from the Consultant in an amount equal to the actual cost of a third party to cure such failure. If Consultant fails,refuses or is unable to perform any term of this Agreement, City shall pay for services rendered as of the date of termination. i.) In the event of termination, all finished and unfinished documents, data and other work product prepared by Consultant shall be delivered to the City and the City shall compensate the Consultant for all Services satisfactorily performed prior to the date of termination, as provided in Paragraph 4 herein. ii.) Notwithstanding the foregoing, the Consultant shall not be relieved of liability to the City for damages sustained by it by virtue of a breach of the Agreement by Consultant and the City may reasonably withhold payment to Consultant for the purposes of set-off until such time as the exact amount of damages due the City from the Consultant is determined. B. Termination for Convenience of City. The City may, for its convenience and without cause terminate the Services then remaining to be performed at any time by giving Consultant ten (10) days written notice. The terms of Paragraph 8 A(i) and A(ii) above shall be applicable hereunder. C. Termination for Insolvency. The City also reserves the right to terminate the remaining Services to be performed in the event the Consultant is placed either in voluntary or involuntary bankruptcy or makes any assignment for the benefit of creditors. 9. GOVERNING LAW AND ATTORNEYS FEES. It is agreed that this Agreement shall be governed by, construed and enforced in accordance with the laws of the State of Florida. Venue for any legal proceeding shall be in Miami Dade County,Florida. In the event it becomes 4 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax necessary for the City to file a lawsuit to enforce any term or provision under this Agreement and the City is the prevailing party then the City shall be entitled to its costs and attorney's fees at the pretrial, trial and appellate levels. 10. CONFIDENTIAL INFORMATION. The Consultant shall not, either during the term of this Agreement or any time for a period of ten (10) years subsequent to that date upon which the Consultant shall leave the employment of the City for any reason whatsoever, disclose to any person or entity, other than in the discharge of the duties of the Consultant under this Agreement,. any information which the City designates in writing as "confidential." As a violation by the Consultant of the provisions of this Section could cause irreparable injury to the City and there is no adequate remedy at law for such violation,the City shall have the right,in addition to any other remedies available to it at law or in equity, to enjoin the Consultant from violating such provisions. 11. NOTICES. All notices and other communications required or permitted to be given under this Agreement by either party to the other shall be in writing and shall be sent (except as otherwise provided herein) (i) by certified or registered mail, first class postage prepaid, return receipt requested,(ii)by guaranteed overnight delivery by a nationally recognized courier service, or (iii) by facsimile with confirmation receipt (with a copy simultaneously sent by certified or registered mail, first class postage prepaid, return receipt requested or by overnight delivery by traditionally recognized courier service), addressed to such party as follows: If to the City: Christopher J. Russo With a copy to: City Manager Ed Dion City of Sunny Isles Beach City Attorney 18070 Collins Avenue, 4th Floor City of Sunny Isles Beach Sunny Isles Beach, Florida 33160 18070 Collins Avenue,4th Floor Tel: (305) 792-1776 Sunny Isles Beach,Florida 33160 Tel: (305) 792-1766 If to the Michael Sileno, PE, Principal Consultant: Hardesty &Hanover, LLC. 1000 Sawgrass Corporate Pkwy. Suite 544 Sunrise, FL, 33323 12. AUDIT:: The Consultant shall make available to the City or its representative all required financial records associated with the Agreement for a period of three (3)years. 13. PUBLIC RECORDS. The Consultant shall be required to comply with the following requirements under Florida's Public Records Law: i.)Consultant shall keep and maintain public records required by the City to perform the service. 5 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax ii.) Upon request from the City, Consultant shall provide the City with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided by Chapter 119,Florida Statutes, or as otherwise provided by law. iii.) Consultant shall ensure that public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the Consultant does not transfer the records to the City. iv.)Consultant shall,upon completion of the contract,transfer, at no cost,to the City all public records in possession of the Consultant or keep and maintain public records required by the City to perform the service. If the Consultant transfers all public records to the City upon completion of the contract, the Consultant shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements.If the Consultant keeps and maintains public records upon completion of the contract,the Consultant shall meet all applicable requirements for retaining public records. All records stored electronically must be provided by Consultant to the City, upon request from the City, in a format that is compatible with the information technology systems of the City. IF THE CONSULTANT HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, TO THE CONSULTANT'S DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, CONTACT THE CITY'S CUSTODIAN OF PUBLIC RECORDS AT (305) 792-1703, CityClerk@sibfl.net, 18070 Collins Avenue, 4th Floor, Sunny Isles Beach, Florida 331 14. PROHIBITION AGAINST CONTRACTING WITH SCRUTINIZED COMPANIES. Pursuant to Florida Statutes Section 217.4725, contracting with any entity that is listed on the Scrutinized Companies that Boycott Israel List or that is engaged in the boycott of Israel is prohibited. Consultants must certify that the company is not participating in a boycott of Israel. Any contract for goods or services of One Million Dollars ($1,000,000) or more shall be terminated at the City's option if it is discovered that the entity submitted false documents of certification, is listed on the Scrutinized Companies with Activities in Sudan List,the Scrutinized Companies with Activities in the Iran Petroleum Energy Sector List, or has been engaged in business operations in Cuba or Syria after July 1, 2018. Any contract entered into or renewed after July 1, 2018 shall be terminated at the City's option if the company is listed on the Scrutinized Companies that Boycott Israel List or engaged in the boycott of Israel. Consultants must submit the certification that is attached to this agreement as Attachment "B". Submitting a false certification shall be deemed a material breach of contract. The City shall provide notice,in writing,to the Consultant of the City's determination concerning the false certification. The Consultant shall have ninety (90) days following receipt of the notice to respond in writing and demonstrate that the determination was in error. If the Consultant does not demonstrate that the City's determination of false certification was made in error, then the City shall have the right to terminate the contract and seek civil remedies pursuant to Florida Statute Section 215.4725. 6 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach,Florida 33160 305) 947-0606 phone(305) 949-3113 Fax 15. NON-DISCRIMINATION. The Consultant agrees to comply with all local and state civil rights ordinances and with Title VI of the Civil Rights Act of 1984 as amended, Title VIII of the Civil Rights Act of 1968 as amended,Title 1 of the Housing and Community Development Act of 1974 as amended, Section 504 of the Rehabilitation Act of 1973, the Americans with Disabilities Act of 1990, the Age Discrimination Act of 1975, Executive Order 11063, and with Executive Order 11248 as amended by Executive Orders 11375 and 12086. The Consultant will not discriminate against any employee or applicant for employment because of race, color, creed, religion, ancestry, national origin, sex, disability or other handicap, age, marital/familial status, or status with regard to public assistance. The Consultant will take affirmative action to insure that all employment practices are free from such discrimination. Such employment practices include but are not limited to the following: hiring, upgrading, demotion, transfer,recruitment or recruitment advertising, layoff,termination,rates of pay or other forms of compensation,and selection for training, including apprenticeship. The Consultant agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided by the City setting forth the provisions of this non-discrimination clause. The Consultant agrees to comply with any Federal regulations issued pursuant to compliance with Section 504 of the Rehabilitation Act of 1973 (29 U.S.C. 708), which prohibits discrimination against the handicapped in any Federally assisted program. 16. CONFLICT OF INTEREST. The Consultant agrees to adhere to and be governed by the Miami-Dade County Conflict of Interest Ordinance Section 2-11.1, as amended; and by Chapter 33 of the City of Sunny Isles Beach Code of Ordinances, which are incorporated by reference herein as if fully set forth herein, in connection with the Agreement conditions hereunder. The Consultant covenants that it presently has no interest and shall not acquire any interest, directly or indirectly which should conflict in any manner or degree with the performance of the Services. The Consultant further covenants that in the performance of this Agreement,no person having any such interest shall knowingly be employed by the Consultant. The Consultant guarantees that he/she has not offered or given to any member of, delegate to the Congress of the United States, any or part of this contract or to any benefit arising therefrom. 17. INDEMNIFICATION AND WAIVER OF LIABILITY. The Consultant agrees, to the fullest extent permitted by law, to defend, indemnify and hold harmless the City, its agents, representatives,officers,directors, officials and employees from and against all claims,damages, losses and expenses (including but not limited to attorney's fees, arbitration costs, and costs of appellate proceedings)relating to, arising out of or resulting from the Consultant's negligent acts, errors, mistakes or omissions relating to professional services in the performance of this Agreement. The Consultant's duty to defend, hold harmless and indemnify the City, its agents, representatives, officers, directors, officials and employees shall arise in connection with any claim, damage, loss or expense that is attributable to bodily injury; sickness; disease; death; or injury to impairment,or destruction of tangible property including loss of use resulting therefrom, caused by any negligent acts, errors, mistakes or omissions related to professional services in the performance of this Agreement including any person for whose acts,errors,mistakes or omissions 7 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone (305) 949-3113 Fax the Consultant may be legally liable. The parties agree that One Hundred Dollars ($100.00) represents specific consideration to the Consultant for the indemnification set forth in this Agreement. 18. MISCELLANEOUS. A. In the event any provision of this Agreement is found to be void and unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall nevertheless be.binding upon theparties with the same effect as though the void or unenforceable provisions had been severed and deleted. B. This Agreement may be executed in multiple identical counterparts,each of which shall be deemed an original for all purposes. C. No waiver of any provision of this Agreement shall be valid or enforceable unless such waiver is in writing and signed by the party granting such waiver. D. Each individual executing this Agreement on behalf of a party hereto hereby represents and warrants that he or she is, on the date he or she signs this Agreement, duly authorized by all necessary and appropriate action to execute this Agreement on behalf of such party and does so with full legal authority to bind their respective party to this Agreement. E. This Agreement contains the entire agreement of the parties,and may be amended, waived, changed, modified, extended or rescinded only by in writing signed by the party against whom any such amendment,waiver, change, modification, extension and/or rescission is sought. F. Contractor shall comply with all laws, regulations and ordinances of any federal, state, or local governmental authority having jurisdiction with respect to this Agreement Applicable Laws") and shall obtain and maintain any and all material permits, licenses, approvals and consents necessary for the lawful conduct of the activities contemplated under this Agreement. G. If there is a conflict or inconsistency between any term, statement,requirement, or provision of any exhibit attached hereto, any document or events referred to herein, or any document incorporated into this Agreement, the term, statement, requirement, or provision contained in this Agreement shall prevail and be given superior effect and priority over any conflicting or inconsistent term, statement, requirement or provision contained in any other document or attachment, including but not limited to Attachments "A" and"B". 8 Hardesty&Hanover,LLC. City of Sunny Isles Beach 18070 Collins Avenue,Stinriy Lsles Beach,Florida 33160 305)9470606 phone(305)9497,..3/13 Ft:It IN WITNESS WHEREOF,the parties herete have executed this Agreement in triplicate on the day and year_fmt written above. SS:HARDESTY& • /$ 'k141,C- Signature BY.: chael Silent),PE,Principal SPiC)VAWA /I K)c-14.G Print Mine ATTEST:A 1CFIYQF ES BEACH, V „iglu( -BY: Mauriciolletancur, MC,City Clerk George :choll,Mayor ea44vfr trt:j APPROVED AS TO FORM ANDLEGALSUFFICIENCY OF c 6t, BY: 11,4_ 14 BY: Ca ii"xtt Head Dion,City Attorney 9 Hardest)!&Hanover,LLC City of Sunny Isles Beach 18070 Collins Avenue, Sunny Isles Beach, Florida 33160 305) 947-0606 phone(305) 949-3113 Fax Attachment "A" 10 Hardesty&Hanover,LLC. Sunny Isles Pedestrian Bridge Independent Peer Review Scope of Services Hardesty& Hanover, LLC will provide independent peer review services including to confirm the following: 1. Compatibility of bridge geometry with roadway geometrics including typical sections, horizontal alignment, and vertical alignment. Minimum lateral offsets and vertical clearance requirements. 2. Compatibility of construction phasing with Traffic Control Plans. 3. Conflicts with underground and overhead utilities. 4. Compliance with AASHTO, FDOT, City of Sunny Isles Beach, and FHWA design requirements. 5. Conformity to FDOT Standard Plans. 6. Structural Analysis Methodology, design assumptions,and independent confirmation of design results. Design results/recommendations(independent verification of the design). 7. Completeness and accuracy of bridge plans. 8. Constructability assessment limited to looking at fatal flaws in design approach. These services will be performed on the Category 2 components of the Sunny Isles Beach Pedestrian Bridge which include: 1. Steel Structural Box Girder:this is the element beneath the walking surface which spans from pier to pier 2. Cantilever Steel Plate Girder:these are the elements that support the box girder and are connected to the elevator core 3. Elevator Core:these are the steel space frame systems that support the cantilever plate girders and in turn the box girder span. 4. Foundation: piles and cap that support the elevator core.This analysis is limited to the confirmation of the reactions at the top of the pile and lateral stability of the system. Deliverables: 1. 90%Submittal Standard Peer Review Certification Letter(Form 121-B) a. Includes comments and issues for resolution 2. Signed and Sealed 100%Certification Letter(Form 121-C) RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Corporate Standing and Authorized Signatory Corporate Standing and Authorized Signatory Hardesty & Hanover is in good standing with the State of Florida. The person signing this H&H submittal, Michael Sileno, H&H Principal and Principal in Charge of this project, is a duly authorized Signatory, able to sign bids, proposals, negotiate and/or sign contracts, agreements, amendments and related documents to which Hardesty & Hanover will be duly bound. As requested, evidence of these statements is provided within this section. H&H Officers: •CEO, Sean Bluni •CFO, Anna Volynsky •COO, Michael Hawkins •CDO, Paul Skelton •CTO, Keith Griesing H&H Principals: •Robert Drew •Brendan O’Shea •Scott Reynolds •Glen Schetelich •Michael Sileno •David Tuckman •Daniel Wan G-1 RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Variations / Exceptions Variations / Exceptions Hardesty & Hanover will provide each of the required services as outlined in the Scope of Services. Hardesty & Hanover makes no exceptions or proposed no variations to any section of the RFP documentation. H-1 RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Litigation Statement Litigation Statement Presented below is a summary of the litigation action which has been filed against H&H in the last five (5) years: •Hardesty & Hanover is presently involved in an arbitration-type proceeding in Copenhagen involving a dispute between the contractor, the City of Copenhagen and the Prime Designer (COWI). We are a subconsultant responsible for the design of mechanization systems of this movable bridge project. The matter is ongoing. •Plaintiff Uni-Systems, LLC filed a complaint against seven co-defendants, including Hardesty & Hanover, LLC and Hardesty & Hanover, LLP in Federal Court (Eastern District of New York) alleging patent infringement and trade secret misappropriation as related to the design and construction of a retractable roof for the U.S. Tennis Center. This is a recently received complaint and the matter is ongoing. •A general contractor, Conway Construction Company, filed action against Multnomah County and Zellcomp, Inc. in the Circuit Court of the State of Oregon, for matters related to the performance of the bridge deck system supplied by Zellcomp. Hardesty & Hanover provided minimal consulting services for Zellcomp and was added as a defendant. H&H’s contract amount for services rendered was roughly $40,000. The construction cost of the project was $4 million. H&H settled with the County for a total of roughly $1 million in 2015. •A general contractor, J.H. Reid, filed action against NJDOT seeking damages in the Superior Court of New Jersey, Monmouth County, Law Division in connection with the Route 36 Highlands Bridge over the Shrewsbury Bridge Replacement Project. Jacobs Engineering, Engineer of Record, filed a third-party complaint against Hardesty & Hanover in 2011. As a subconsultant, Hardesty & Hanover provided bridge design services to Jacobs Engineering. The matter was settled in 2015 for roughly $50,000. The construction cost of the project was $125 million. H&H’s contract amount for services rendered was roughly $4.5 million. Hardesty & Hanover has not been debarred or suspended from bidding or proposing on a procurement project by any government entity during the last five (5) years. I-1 RFQ 20-10-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA Forms and Attachments Forms and Attachments Hardesty & Hanover has executed and provided all the required forms, acknowledgment of addenda, and proof our H&H’s Current Certificate of Insurance in this section. J-1 City of Sunny Isles Beach |Request for Qualifications No. 20-10-01 26 REQUIRED FORMS (Please type) PRIME FIRM SUB-CONSULTANTS Respondent intends to use the following sub-consultant on this project (if none, write “None”): Role Name of Individual Assigned to Project: Role/Description of Work: Experience: R.J. Behar & Company, Inc. 6861 SW 196 Ave. Suite 302 Pembroke Pines, FL Role Name of Individual Assigned to Project Number of Years’ Experience Education, Degree Address of office: Principal-in- Charge: Project Manager Other Key Member Other Key Member Other Key Member Michael Sileno, PE 25 MS, Mechanical Engineering 1000 Sawgrass Corp. Parkway Suite 544 Sunrise, FL 33323 Henri Sinson, PE 22 ME, Civil Engineering 1000 Sawgrass Corp. Parkway Suite 544 Sunrise, FL 33323 1000 Sawgrass Corp. Parkway Suite 544 Sunrise, FL 33323 1500 Broadway New York, NY 10036 5110 Eisenhower Boulevard Suite 310 Tampa, FL 33634 F.R. Aleman 10305 NW 41st Street Suite 200 Doral, FL Hydraulic, Hydrogeology, Civil, Traffic, Maintenance of Traffic, Signing, Pavement Marking and Signals Survey Utility Coordination SUE Inspections Jorge Soto, PE BS, Civil Engineering 21 Daniel Tarantino, RA 12 BA, Architecture George Patton, PE 31 MS and BS, Civil Engineering Robert Behar, PE 45+ years of experience with planning, design, and management of transportation projects. Lis Tolstoy, PSM 25+ years of experience in all aspects of surveying and mapping. City of Sunny Isles Beach |Request for Qualifications No. 19-11-01 27a Miller Legg 1845 NW 112th Ave. Suite 211 Doral, FL 33172 Media Relations Group 14707 South Dixie Highway, Suite 404 Miami, FL Please use additional pages if needed: See Page 27b. REFERENCES Name Entity Providing Reference Phone # Email Address Landscape Architecture, Irrigation Permitting, Environmental Geotechnical Universal Engineering Sciences, Inc. 9960 NW 116th Way Medley, FL Janus Research 2500 S. Miami Ave. Miami, FL Public Involvement FDOT Cultural Resource Assessment Brian Shore, RLA 20 years of landscape architecture, hardscape and irrigation experience. Designed SIB Pelican Community Park Reinaldo Villa, MS, PE 14 years of geotechnical experience. Designed & oversaw construction of bridge foundations, walls, buildings & structures. Leila Haddad 37 years of experience as Senior Public Information Officer; specializing in bridge/roadway construction projects. Kenneth Hardin 40 years of experience; completed the CREA for this SIB pedestrian bridge project. Kathy Banson-Verrico Gasaprilla Island Bridge Authority 941.697.2271 kathygiba@earthlink.net Dennis Fernandez, PE Miami-Dade County Public Works 786.469.5264 fernandez@miamidade.gov Humberto Gomez, PE, CPM Florida DOT District 6 305.640.7390 humberto.gomez@dot.state.us City of Sunny Isles Beach |Request for Qualifications No. 20-10-01 27b REQUIRED FORMS (Continued) SUB-CONSULTANTS - CONTINUED Respondent intends to use the following sub-consultant on this project: Role Name of Individual Assigned to Project: Role/Description of Work: Experience: HLB Lighting Design 38 E 32nd Street 11th Floor New York, NY 10016 LightingFaith E. Baum ?? yrs City of Sunny Isles Beach |Request for Qualifications No. 20-10-01 28 PROJECT VERIFICATION FORM Respondent must have completed the design and permitting of at least one (1) pedestrian bridge project in the past ten (10) years. The completed projects meeting this minimum qualification may have been performed by the individual, firm, or project manager assigned to the Work. PLEASE TYPE. 1)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:____________________________________________________ Telephone: ________________________________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ 2)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:____________________________________________________ Telephone: ________________________________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ 3)Name of Client Entity: ______________________________________________ Address: __________________________________________________________ City/State/Zip: ______________________________________________________ Contact: __________________________________________________________ Title: _____________________________________________________________ Email Address:_____________________________________________________ Telephone: _________________________________ Scope of Work: _____________________________________________________ Contract Start/End Dates: _____________________________________________ Consultant Contract Amount: $_________________________________________ END OF SECTION Gasaprilla Island Bridge Authority PO Box 1981 Boca Grande, FL 33921 Kathy Banson-Verrico Executive Director Kathygiba@earthlink.net 941-697-2271 Bridge design, permitting and construction support 2012 / 2016 1,743,000 (for Gasaprilla Island bridge Miami-Dade County Public Works 701 NW 1st Court, Suite 1500 Miami, FL 33136 Dennis Fernandez, PE Highway Bridge Engineer fernandezd@miamidade.gov 786.469.5264 Bridge design, permitting and construction support 2012 / 2021 2,067,000 (for Tamiami NW South River Dr. bridge) Florida DOT District 6 1000 NW 111 Avenue, Room 6251Miami, FL 33172 Humberto Gomez, PE CPM Project Management Engineer Supervisor Humberto.gomez@dot.state.us Bridge design, permitting and construction support 2014 / 2017 4,082,000 (for SR 968 / SW 1st Street bridge 305.640.7390 City of Sunny Isles Beach |Request for Qualifications No. 19-11-01 29 DELIVER TO: City of Sunny Isles Beach City Clerk 18070 Collins Avenue, 4th Floor Sunny Isles Beach, FL 33160 REQUEST FOR QUALIFICATIONS SECTION 6 RESPONDENT SUBMITTAL FORMS OPENING: 2:30 P.M. Friday, December 20, 2019 NOTE: City of Sunny Isles Beach is exempt from all taxes (Federal, State, and Local). Tax Exemption Certificate furnished upon request. Issued by: Purchasing Agent Genesis Cuevas Date issued: 11/20/2019 This Qualification Submittal Consists of all required forms, including SF330, Questionnaires, Acknowledgements and Affidavits Submissions are subject to the Terms and Conditions of this Request for Qualifications and the accompanying Submittal. Such other contract provisions, specifications, drawings or other data as are attached or incorporated by reference in the Submittal, will be received at the office of the City Clerk at the address shown above until the above stated time and date, and at that t ime, publicly opened for furnishing services described in the accompanying Submittal Requirement. RFQ No. 19-11-01 RFQ 19-11-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR PEDESTRIAN BRIDGE WITH PARK ELEMENTS ACROSS A1A AT 174TH ST. CCNA Firm Name HARDESTY & HANOVER, LLC Commodity Code(s): RETURN ONE ORIGINAL AND FOUR COPIES OF QUALIFICATION SUBMITTAL PAGES AND AFFIDAVITS FAILURE TO SIGN PAGE 32 OF SECTION 6 QUALIFICATION SUBMITTAL WILL RENDER YOUR SUBMISSION NON-RESPONSIVE RESPONDENT SUBMITTAL FORM: 541330 City of Sunny Isles Beach |Request for Qualifications No. 19-11-01 31 RESPONDENT SUBMITTAL FORM RFQ 19-11-01 PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR PEDESTRIAN BRIDGE WITH PARK ELEMENTS ACROSS A1A AT 174TH ST. CCNA The undersigned Firm proposes and agrees, if this submission is accepted, to enter into an agreement with the City of Sunny Isles Beach to perform and furnish all Services as specified or indicated in the Contract Documents. The Firm accepts all of the terms and conditions of this Request for Qualifications. This RFQ will remain subject to acceptance for 90 days after the day of RFQ opening. The Firms agrees to sign and submit the Agreement and other documents as required by the Bidding Requirements within ten days after the date of the City’s Notice of Award. In submitting this response, the Firm represents, as more fully set forth in the Agreement, that: ▪The Firm has familiarized himself/herself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Law and Regulations that in any manner may affe ct cost, progress, performance, or furnishing of the Work. ▪The Firm has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions. ▪The Firm has given the City written notice of all conflicts, errors, discrepancies that it has discovered in the Contract Documents and the written resolution thereof by City is acceptable to the Firm. ▪This solicitation is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; the Firm has not directly or indirectly induced or solicited any other Firms to submit a false or sham Bid; the Firm has not solicited or induced any person, firm or corporation to refrain from Bidding; and Firm has not sought by collusion to obtain for itself any advantage over any other Firms or over the City. The City and the successful Firm will establish completion times for the services described in this Request for Qualifications and the successful Firm agrees that the services will be completed within the time frames agreed upon and stipulated in the individual Notice to Proceed. INSR ADDLSUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAXPHONE (A/C, No):(A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person) $ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE National Union Fire Ins Co of PA Aspen American Insurance Company Commerce & Industry Ins. Co. Zurich American Insurance Co 7/21/2020 Greyling Ins. Brokerage/EPIC 3780 Mansell Road, Suite 370 Alpharetta, GA 30022 Jerry Noyola 770-552-4225 866-550-4082 jerry.noyola@greyling.com Hardesty & Hanover, LLC 1501 Broadway New York, NY 10036 19445 43460 19410 16535 20-21 A X X X Contractual Liab. X X X X GL9566090 08/01/2020 08/01/2021 2,000,000 500,000 25,000 2,000,000 4,000,000 4,000,000 A X X Hired Phy Dam X X X X CA5425480 08/01/2020 08/01/2021 2,000,000 B X X X 0 X X CX009N720 08/01/2020 08/01/2021 8,000,000 8,000,000 C N X WC43172130 08/01/2020 08/01/2021 X 1,000,000 1,000,000 1,000,000 D Valuable Papers CPP9433490-12 08/01/2020 08/01/2021 Limit $1,000,000 To Whom It May Concern 1 of 1 #S2319333/M2319050 HARDHANOClient#: 25393 JNOY1 INSR ADDLSUBRLTRINSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACTNAME:FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $PREMISES (Ea occurrence)CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOCJECT COMBINED SINGLE LIMIT $(Ea accident) BODILY INJURY (Per person) $ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $$ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORDACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Evanston Insurance Compan 12/15/2019 Greyling Ins. Brokerage/EPIC 3780 Mansell Road, Suite 370 Alpharetta, GA 30022 Jerry Noyola 770-552-4225 866-550-4082 jerry.noyola@greyling.com Hardesty & Hanover, LLC 1501 Broadway New York, NY 10036 35378 19-20 A Professional Liab MKLV7PL0003443 01/01/2020 01/01/2021 Per Claim $5,000,000 Aggregate $5,000,000 Deductible $500,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) 1 of 1#S1726361/M1325804 HARDHANOClient#: 25393 JNOY1 1000 Sawgrass Corporate Parkway, Suite 544 Sunrise, FL 33323 954.835.9119 • fl@hardesty-hanover.com www.hardestyhanover.com RFQ 20-10-01PROFESSIONAL ENGINEERING AND ARCHITECTURAL SERVICES FOR Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA