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Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th Street - CCNA RFQ No. 19-11-01 January 13, 2020 PREPARED BYPREPARED FORJerry Pfuntner, PE, SE Project Manager Finley Engineering Group 1589 Metropolitan Blvd. Tallahassee, Florida, USA 32308 | 850.894.1600 City of Sunny Isles Beach Sunny Isles Beach Government Center 18070 Collins Avenue 4th Floor Sunny Isles Beach, Florida 33160 A Table of Contents B RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |1 A. Title Page B. Table of Contents 1 C. Cover Letter & Executive Summary 2 D. Project Approach & Understanding 6 E. Qualification Information & Assigned Personnel 18 Standard Form 330 73 Certifications and Licenses 83 Project Organization Chart 104 MBE Status & Public Agency Certification 106 Project Verification Form 107 F. Firm References & Similar Work Completed 110 G. Corporate Standing & Authorized Signatory 114 H. Variations/Exceptions 118 I. Litigation Statement 120 J. Forms & Attachments 122 TABLE OF CONTENTS B Cover Letter & Executive Summary C RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |3 COVER LETTER & EXECUTIVE SUMMARY C January 13, 2020 Mauricio Betancur, CMC City Clerk Sunny Isles Beach Government Center 1870 Collins Avenue 4th Floor Sunny Isles Beach, Florida 33160 Tel: (305) 792-1703 RE: Request for Qualifications No. 19-11-01 Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th Street CCNA. Dear Mr. Betancur, Finley Engineering Group, Inc. (FINLEY) is pleased to submit our qualifications for the Engineering and Architectural Services for the Pedestrian Bridge with Park Elements Across A1A at 174th Street CCNA. Our specialty experience in Bridge Design and Constriction Engineering endows our team with a deep understanding of the importance of creating a safe and beautiful crossing that is both unique and cost-effective. Aesthetics will be applied in strategic areas to enhance the structure’s beauty while mitigating unnecessary costs. Our Team understands that the City of Sunny Isles Beach (the City) desires this new bridge to be more than a crossing: this bridge will be a signature and iconic bridge for the City of Sunny Isles Beach. FINLEY has assembled a Proven Team of Specialists with extensive bridge experience with the FDOT to provide innovative solutions within the full scope of services required by the City, including architectural, structural, traffic, landscape and irrigation, geotechnical, surveying, mechanical, electrical and lighting, plumbing, and environmental. Proving the team’s recent and relevant experience, FINLEY and our key sub-consultants are currently finalizing the US27/SR25/Okeechobee Rd and SR826/Palmetto Expressway Interchange in Miami, Florida for the FDOT District 6. FINLEY, a leading signature bridge design firm recognized nationally and internationally for its expertise in complex bridges and quality award-winning projects will be the prime, and will be responsible for the design of the bridge as well as the overall project management and coordination. Hanson Professional Services, Inc. (Hanson) brings in-depth experience in planning, design, and construction phasing services for thousands of complex roadway and street projects for local and state government clients, and will be the sub-consultant to FINLEY responsible for the roadway, civil, drainage, traffic, utilities and Maintenance of Traffic (MOT). ACAI Associates, Inc., (ACAI) will support FINLEY as the sub-consultant for Architectural Services, bringing to the team a specialized local knowledge of the area and providing support for architectural design drawings, permitting, codes, and communication between local agencies. Calvin, Giordano and Associates (CGA) will serve the team as a sub-consultant to FINLEY for the Landscape Architecture, contributing knowledge of similar landscaping projects in the same area. Finally, our sub-consultants Manuel G. Vera & Associates, Inc. (M.G. Vera) will provide the surveying services required by this project, HR Engineering Services (HRES) will provide geotechnical engineering services, and TLC Engineering Solutions (TLC) will provide MEP and Structural Engineering services for this project. The FINLEY team meets all of the FDOT Prequalification requirements as outlined in the RFQ. FINLEY and our team understand that the City has prioritized assigning a team with FDOT experience who can minimize PAGE INTENTIONALLY LEFT BLANK Project Approach & Understanding D RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |7 PROJECT UNDERSTANDING & APPROACH D Why the FINLEY Team? We Bring... Over 35 years of complex bridge design and construction engineering A Proven Team currently working on one of the most complicated FDOT interchanges in Miami Specialists including a seasoned Bridge Engineer and a uniquely qualified Bridge Architect Over 60 national bridge design awards Extensive bridge experience with the FDOT A team of Specialists rather than a multi-disciplinary firm A Bridge Team to lead a Bridge Project A team with bridge Construction Knowledge We Offer... Glass Railings Sustainable Solution Unique Park Elements Amphitheater Seating Safety & Quality Minimized Traffic Impacts Native Plants Minimal Maintenance 23’ Clearance Timeless Design No Full Road Closures RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |8 PROJECT UNDERSTANDING & APPROACH OBJECTIVE To collaborate with the City of Sunny Isles Beach (The City) and the public to design a signature pedestrian bridge with park elements across A1A at 174th St. in the City of Sunny Isles Beach, Florida that provides connectivity, shading, and security, and functions as an integral component of the urban city environment and community. The new Park Bridge will redefine both the City’s horizon and its identity. Aesthetics will play a crucial role in the future of the area and the design of the bridge. Our team will work closely with the local community to develop a design that is both beautiful and efficient. The bridge will complement the local architecture with a unique and distinctive design. PROJECT UNDERSTANDING The FINLEY Team’s understanding of this project has been well-informed by the Pre-Proposal Conference, meeting with the City and a successful site visit. We have learned from our communication with The City that the following factors are a significant priority: 1. Experience with FDOT bridge projects and procurement 2. Impact on the local traffic and MOT (Maintenance Of Traffic) during construction 3. Cost and Schedule The FINLEY team will address these concerns in the following manner: 1. FINLEY has assembled a Proven Team of Specialists with extensive bridge experience with FDOT in Miami. Further proving the recent and relevant experience of our Team, FINLEY and our key sub-consultants are currently finalizing one of the most complicated interchanges in Miami: the US27/SR/Okeechobee Rd and SR826/Palmetto Expressway Interchange in Miami, Florida, for the FDOT District 6. Our team can provide the City with firsthand knowledge and experience in working with FDOT’s various design offices and procedures, strengthening communication and saving time and money as our team already has a well-established relationship with FDOT staff. 2. FINLEY has selected the trapezoidal steel box girder design as the most efficient and viable solution, ultimately minimizing impact on the MOT and avoiding full traffic closure of A1A during construction. 3. FINLEY will bring to this project our extensive construction experience, as well as one of the most recognized and experienced professionals from the Florida transportation construction business, Enrique I. Espino, PE, who will work with the project team starting on the first day developing a realistic Cost Estimation and Schedule. Enrique will bring his extensive knowledge of construction and estimating in Miami and the South Florida market. Process for Accomplishing the Project Objective – Based on FINLEY’s Team experience and familiarity with the City/FDOT’s review process, the project will kick-off with a workshop where key members of the FINLEY Team will meet with the City and Stakeholders to review the Project Management Plan and Quality Assurance procedures. A Quality Assurance Manual will provide the basic requirements of the program with supporting Quality Assurance Procedures that provide step-by-step instruction for implementing the requirements. THE PROJECT MANAGEMENT PLAN The plan will include the following components: • General project description • Contact information • Goals and objectives • Scope of services • Schedule, including milestones and resource allocations • Quality definition including quality assurance (QA) roles of senior people throughout the project • Budget and Schedule • Team organization and responsibilities • Contingency plan/change management plan • Project records • Codes and standards D RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |9 D • Health and safety requirements • Communication and documentation plan • Type and format of deliverables • Confidentiality Throughout the design and construction process, Project Manager Jerry M. Pfuntner, PE, SE (FINLEY) and/or Lead Bridge Engineer Patrick R. Noble, PE, SE (FINLEY) will meet regularly with the City to coordinate / evaluate sequence, schedule, cost controls and programmatic options to advance the Pedestrian Bridge across A1A at 174th ST. In addition to coordination meetings, the project management team will update the City with regular project status reports and budget projections. FINLEY and its key team of sub-consultants are currently working together on one of the most complex interchanges in the Miami area. Therefore, we have a proven, practiced system of working together and communication, with advanced knowledge of the complimentary nature of our skill-sets. DESIGN & CONSTRUCTION CONSIDERATIONS The FINLEY team will use its expertise in complex bridge design projects and experience with FDOT projects to provide the following design considerations: to deliver a signature pedestrian bridge that provides connectivity as an integral component of the urban city environment and community. BrIM (BRIDGE INTEGRATION MODELING) DESIGN APPROACH FINLEY will work in a full BrIM 3D environment for seamless integration of critical design elements and the geometric details saving substantial time, providing better visualization, and reducing scheduling setbacks. This approach saves valuable time in the review by identifying potential problems and conflicts with the other component of the project early on. The City will benefit from BrIM modeling for, inspection and as an asset management tool. BrIM contains the design engineering and construction information, maintenance and repair documentation in a single 3D environment. CONSTRUCTION MATERIALS & STRUCTURAL SYSTEM The choice of the structural type and construction material can impact many aspects of a project. FINLEY recommends a trapezoidal steel box girder superstructure, with a good three-part paint system, as the most efficient structural system type to provide an elegant and light structure. This structure type will be a significant benefit to the substructure design and construction, thus minimizing the impact on the local traffic during the transportation and erection of the girders. A concrete solution, either precast or cast in place, will require the use of temporary shoring system located in the median of the A1A and will have a significant impact on the overall traffic and mobility for a longer time frame compared to the steel structural system solution. AESTHETIC ENHANCEMENT Aesthetics will be applied in strategic areas to accentuate beauty within the structure, avoiding unnecessary costs. Our Team understands that the City desires this new bridge to be more than a crossing; this project embodies the design and construction of a Signature and Iconic bridge for Sunny Isles Beach. Experience, creativity and specialization is needed in order to create a bridge that is both unique and cost-effective. As such, we will augment the design of the bridge so that the experience of viewing the bridge (from both Collins Ave and from 174th Street) and traversing beneath the span is as rich and unique of an experience as being on the bridge. PROJECT UNDERSTANDING & APPROACH RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |10 Bridge Architecture and Aesthetics is used to invoke inspiration and capture the spirit of the project site that will leave pedestrians and motorists with an appreciation for the technology and elegance of this new crossing. It is essential that the bridge be designed in consideration of the varying perspectives and scale of the various users. Therefore, attention to detail is crucial for a bridge of this size and budget. Our team will evaluate the needs and wants from the area and all the various stakeholders on the project to create a successful and iconic structure. Vision Using the proposed vision from the City, our team has expanded it into a sophisticated and innovative design concept. We were inspired by the local architecture and landscape to create a curving bridge profile. This invokes the sinuous paths on the local beach and the waves from the Atlantic Ocean. Adding circular style amphitheater seating allows the users to enjoy the sunrises, and special events, in the Samson Oceanfront Park. Our team understands the need to have a park on the top level, therefore we incorporated the park within the structural deck of the bridge. Creating a tiered level system to house different depths of soil for different sizes of plants, allots a diverse array of possibilities in working with our Landscape Architect. On the main level where it is deepest, palm trees will serve as shading for the various people crossing the bridge. This level will also incorporate composite wood decking to resemble boardwalks and piers in the area, while lowering the temperature of the bridge’s surface. The park will have 8’ glass railings all along the bridge for safety and to help the bridge appear light and to showcase the beauty on of the deck. The bridge will be more than a crossing; through aesthetic considerations which reflect the surrounding environment, the bridge and park will be a destination for locals and visitors. Below the bridge deck, steel box girders will be used for their ease of installation, as well as for their elegance. We envision painting the structural steel a color that compliments the surrounding environment. Circulation Stairs and elevators will give access to all people including anyone with disabilities. Our bridge will meet or exceed all ADA requirements. Additionally we will design the elevators to allow paramedics to use stretchers in case of an emergency. The stairs and elevators will match the aesthetics of the bridge and complement the design through curvilinear elements and glass. Lighting At night, lighting plays an integral part of the iconic look of any bridge. We propose to keep fixture quantities to a minimum and locate lights in positions that are protected and easily accessible for maintenance. The bridge’s aesthetic features will be accentuated giving the bridge a DPROJECT UNDERSTANDING & APPROACH RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |11 unique nocturnal identity, easily distinguishable from afar, providing a sense of place and arrival to the traveling public. Our team will develop a lighting strategy that can provide ample safety while still meeting the regulations for turtle- friendly restrictions on lighting mandated by the Florida Fish and Wildlife Conservation Commission Landscaping Our team will also develop a bridge design that recognizes the needs of landscape for proper soil volume and growth to reduce maintenance needs and requirements. Our landscape architecture team will ensure the right plants are in the right place, the plants are available, they are properly specified, the costs are accurate and all necessary ancillary items have been accounted for. This procedure can only be done by experienced landscape architects who are familiar with not only the landscape industry, but also with policies, procedures and requirements. Our team provide exactly this level of experience and knowledge, and we will ensure all landscape designs are appropriate, constructible and cost effective. FUTURE MAINTENANCE & INSPECTION FINLEY will incorporate into the bridge design standard, FDOT details that will minimize maintenance requirements and that will provide maximum durability. In addition, the FINLEY’s BrIM 3D modeling software, used during the bridge design to produce the design drawings, can also be provided as a 3D model to the City, at no additional cost, for use in maintaining the bridge within a 3D graphical environment. This modeling software environment can incorporate design information, construction documentation and future bridge inspections all within a 3D model that allows for easy access of the information in aggregate. These maintenance strategies will maximize the service life of this significant investment in the City’s infrastructure. MAINTENANCE OF TRAFFIC (MOT) & ERECTION SEQUENCE Our approach of using a steel box girder structure for the pedestrian overpass will reduce the number of MOT phases required to complete the project. The bridge support piers can be constructed with minimal disruption to traffic lanes and the overhead construction of the single span steel bridge deck will require temporary diversions to the opposite roadway during active, off-hour/night, or overhead work periods. The MOT will be phased to construct the eastern half of the steel bridge deck and allow this half to be cantilevered over the northbound lanes of Collins Avenue with a nighttime closure of the northbound lanes in Stage 1. Traffic in the northbound lanes can be reduced to one lane that will be shifted to the inside southbound lane at the 172nd Street intersection and back to the northbound lanes at the 174th Street intersection north of the structure crossing. In this phase the existing southbound lanes would be used to maintain 1 or 2 lanes (as the work zone would allow for installation of the eastern half of the structure) in the southbound direction and 1 lane in the northbound direction between 172nd Street and 174th Street. Stage 2 will be the reverse of Stage 1 to allow for construction of the western half of the steel bridge deck and the closure between the east and west cantilevered decks. This approach will eliminate any impacts to the existing landscaped median North and South of 174th Street. Sub-stages will be incorporated into Stages 1 & 2 to allow for the construction of the supports and other miscellaneous structure beyond the existing curbs that fall within the clear zones of Collins Avenue and/or 174th Street, and for the modifications to the median South of 174th Street to allow for U-turns. The MOT phasing will also include details to maintain safe ADA compliant pedestrian facilities through or around the work zone. Existing pedestrian access ways will be maintained or replicated to the greatest extent practical that will eliminate conflicts with worksite operations, and ensure passengers can access transit stops with safe boarding and unloading from the transit vehicles. DPROJECT UNDERSTANDING & APPROACH RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |12 • Build all footings, pier columns and temporary shoring tower (fig.1) with collision protection • Restore site and traffic condition • Restore site and traffic condition. Remove temporary shoring tower • Cast deck, install elevators, stairs, and railings without further traffic impact • Install temporary barrier in the middle of A1A-S, close A1A-N, and shift A1A-N traffic on the portion of A1A-S • Deliver (fig.2) and erect box girders with crane (fig.3). Tie down the box girder on the pier • Install temporary barriers on A1A-N as showed, close A1A-S, and shift A1A-S traffic on the portion of A1A-N • Deliver and erect the remaining portion of the steel boxes with crane using an air splice joint • Bridge completed Step 1 Step 3 Step 5 Step 2* Step 4* Step 6 A1A-S A1A-N Temporary Shoring Tower with Graphic Cladding Air Splice Joint Pier Temporary Barrier Tie-Down * All the operations will be done in one- night shift. One shift for each box girder. DPROJECT UNDERSTANDING & APPROACH fig. 1 - Estero Parkway Flyover - Lee County, Florida fig. 2 - Girder Delivery & Transportation fig. 3 - Estero Parkway Flyover - Lee County, Florida The proposed erection scheme minimizes impact on the MOT and traffic, expediting schedule and improving safety. This scheme is only feasible with a steel superstructure. Concrete solutions will require the use of a temporary shoring system located in the median of A1A with a significant impact on the local traffic for a longer period of time. FINLEY has successfully used the proposed erection scheme on several projects, such as the Estero Parkway Flyover in Lee County, FL, and currently is proposing, with Hanson, a similar solution on the US27/SR25/Okeechobee Rd and SR826/ Palmetto Expressway Interchange in Miami, FL. The girder arrives at night, is lifted in place and erected immediately, removing the need to store the girder on-site which would cause a visible nuisance to the local area. RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |13 UTILITIES Utility Coordination will be important to the success of this project. Providing minimal impact to utilities will be of the utmost importance to minimize disruption of service to the many businesses in the immediate and surrounding areas to include major hotels and residences. With multiple UAO’s, utility coordination will begin early in the design process using approved practice/procedures. Collins Avenue (A1A) and 174th Street are considered major corridors for aerial and subsurface utilities. One Call Design and Dig Ticket has revealed that at least eight major utility agency owners (UAO’s) are within the project limits. These include Florida Power and Light (FPL), TECO Peoples’ Gas, the City of North Miami Beach and Miami-Dade County for potable water and sanitary sewer, AT&T and Atlantic Broadband for telephone, Internet and cable and the City of Sunny Isles Beach for stormwater and street lighting. FPL has aerial distribution facilities along the west side of Collins Avenue at the intersection which will undoubtedly be impacted by the planned pedestrian overpass. Cable TV and telephone services will also be impacted since they are also present on the same FPL poles. FPL just recently converted a similar aerial distribution system to underground on the East side of Collins Avenue at this same intersection. The same consideration should be given to the West side, to accommodate the pedestrian overpass. With the remaining utilities being underground, ASCE Quality Level “B”, designating the utilities prior to completing the survey will aid during the preliminary design phase. This upfront approach to performing the utility designation will help reduce potential utility impacts and possible relocation. This early, vital information is also helpful in keeping the project on schedule and within budget, while also avoiding costly delays during construction. Once survey is obtained and preliminary design is complete, ASCE Quality Level “A” locating (VVH test holes) will be performed at potential conflicts with design. This method provides for using non-destructive vacuum excavation to expose and visually verify the precise location, size, material composition and orientation of existing underground utilities. Our team has years of experience working with utility stakeholders, and we will continue to work closely with them to minimize impact to their infrastructure, thereby providing for a design that is beneficial to all parties. Utility Coordination support will continue over into construction as needed to ensure that any utility relocation deemed necessary is completed in a timely manner. This support will also help to mitigate any unforeseen issues/concerns that may come up during construction. DRAINAGE The pedestrian bridge rendering calls for a “park like” setting containing large landscape planters between the pedestrian walkway and the edge of the bridge. This vision was developed with the intent of complementing Samson Park, which is the main beachfront park within Sunny Isles Beach. The pedestrian bridge will need to be designed to meet all design standards in effect from the City of Sunny Isles Beach, FDOT and Miami-Dade County. This includes facilitating drainage by providing for a positive deck cross slope graded to drain to collection points strategically located on the bridge. To avoid directly draining to Collins Avenue below, bridge scuppers will not be allowed per FDOT standards. Runoff will need be collected to and contained within a closed drainage system within the steel box girder cross- sections. Bridge deck drainage infrastructure could include a combination of trench drains, yard drains and vegetated rain gardens placed adjacent to the pedestrian walkway. Overflow structures would route excess stormwater runoff via small shallow storm pipes to down spouts located at pedestrian landings at both ends of the bridge. Two existing roadside curb inlets are available on both sides of Collins Avenue for stormwater discharge. Sustainable design practices can be implemented in the design of the drainage collection system. Paved pedestrian pathways can be graded to drain to adjacent planting beds, or rain gardens, which would help to reduce the amount of stormwater runoff from entering into the existing storm sewer system on Collins Avenue. In lieu of installing an irrigation system, consideration could be given to utilizing local drought-tolerant low maintenance plant species in planted garden spaces. The project is located within Waterbody ID number DPROJECT UNDERSTANDING & APPROACH RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |14 D (WBID) 3226H1 ICWW - Southeast Coast Biscayne Bay. This waterbody exceeds maximum criteria for nutrients and is listed on the Florida Department of Environmental Protection’s (FDEP’s) Comprehensive-Verified-List. Although this WBID is impaired for nutrients (Chlorophyll-A and Total Nitrogen), proposed improvements will result in minimal additional impervious area which should easily qualify for either an Environmental Resource Permit (ERP) Exemption or a minimum a “10-2” Self-Certification from the South Florida Water Management District. PUBLIC INVOLVEMENT The FINLEY team has extensive and significant experience in serving the communities in which we work. With jobs throughout Florida, the United States, and Internationally, we have a diverse and lengthy portfolio illustrating where we have overcome a myriad of challenges involving community factors such as environmental concerns, noise levels for local tenants, traffic interruption, pedestrian safety, cost and schedule concerns. Further, we have several innovative options for erection that can mitigate the previously mentioned potential concerns and hazards. These innovations will be translated to the public by our experienced project managers, specialty bridge architect, and engineers through a 3-D printed physical model and panels, presented in a community-wide presentation that will be conducted prior to the beginning of construction. Our sub-consultants for our team have extensive experience working within the surrounding communities of the City of Sunny Isles Beach, and they will also work with FINLEY to address community concerns and assist the City in its liaison efforts with the public. DESIGN PROCESS Phase I – Conceptual 30% Design The FINLEY Team, after collecting all the inputs and recommendations from the City, will prepare conceptual drawings and a conceptual design report which will summarize the envisioned design for the overall project including a preliminary cost estimation and schedule. The FINLEY Team will verify that the proposed concept is still the optimal type, or recommend alternative concepts with similar aesthetics relative to construction costs, inspection and maintenance serviceability, and life cycle costs. The conceptual design report phase will include a site investigation, and ground survey to determine the site constraints, material conditions and foundation design considerations. The Team will closely coordinate all field investigations with the City and adjacent property owners. Conceptual feature alternatives and aesthetic options will be evaluated. As part of this process, experienced construction cost estimators will assess constructability and cost to help prepare recommendations, selection of preferred alternatives, and provide guidance on bridge form and aesthetic options for public involvement. FINLEY’s Team will coordinate with the City during development of panels and a 3D printed physical model for public involvement meetings to ensure the area improvements are fully vetted by the community stakeholders. At a minimum, the following parameters will be used to evaluate the project, with explanations and recommendations for each item: • Public Safety • Overall aesthetic • Sequencing to minimize traffic impact • First cost and life cycle costs • Structural capacity • Corrosion Protection Plan • Future maintenance • Constructability by local contractors Before the conceptual design report is finalized, a draft copy of the report will be presented, along with recommendations, for review by the City. The final conceptual design report will be submitted incorporating the City’s review comments. PROJECT UNDERSTANDING & APPROACH RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |15 PROJECT UNDERSTANDING & APPROACH Phase II – Preliminary 60% Design FINLEY’s Team will provide engineering services to design the bridge, roadway improvements, elevators, stairs, etc. During the design process, the Team will meet regularly with the City to coordinate structural and aesthetic design, budget, and schedules. The Team will complete preparation of preliminary plans and construction cost estimates for all aspects of the work. The 60% design review provides the City with an opportunity to evaluate the aesthetics, cost and schedule for the improvements at a point in the design process where reasonable changes can be efficiently made without significantly affecting the design cost and schedule. Phase III – 100% Design FINLEY’s Team will provide final construction drawings, specifications, and bidding requirements. This phase of design provides the City and the QA/QC peer reviewers an opportunity to evaluate the complete construction documents prior to bidding. The objective of this phase is to minimize the potential for addenda or change orders, and to ensure that the bid package meets the City’s budget and objectives with respect to local contractor participation. FINLEY’s integrated 3D BrIM approach will be used to minimize quantity variation in the bridge materials. This typically ranges between +/-5%, minimizing the cost risk for the City. PROJECT SCHEDULE & COST CONTROL Controlling cost is a process that begins in the programming phase, refined during contract document preparation and validated during construction. The project experience section (in “Ability to Complete Projects on Schedule & Within Budget in Section E of this proposal) demonstrates FINLEY’s Team’s ability to deliver projects specifically similar to this one within budgeted estimates. In many cases, our team finds ways to meet tight budgets using innovative solutions that allow projects to be completed for less than programmed amounts. At critical milestones within the design process, our team formally validates the estimated construction cost based on current design. The objective is to confirm project scope, ensuring that quality and budget are in harmony. As the design progresses, more detailed pricing information can be gathered and costs for major components and materials can be confirmed with manufacturers and suppliers. FINLEY’s Team delivers confidence in the accuracy of construction cost estimates with Enrique Espino, PE, one of the nation’s premier construction cost estimators for bridge/infrastructure projects. The actual project schedule will be developed in mutual agreement with the City as part of the initial phase of the project and will reflect appropriate times constraints for all components of the project. The constructability evaluation to be completed during conceptual design will be used to optimize the construction schedule in accordance with the City’s budgetary goals. D RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |16 A LIGHT TOUCH Using a “V” pier for the bridge allows for a better use of space at ground level while also increasing views. MEET ME ON THE BRIDGE With the use of glass, the elevators will blend with the surroundings and the bridge. They will be designed to accommodate cyclists and first responders with stretchers. A BRIDGE WITH A VIEW The east end of the bridge will have an exterior style amphitheater to enjoy concerts in the park as well as the beautiful sunrises. TRANSPARENT SAFETY 8 foot glass railings are used to increase safety above and below without impeding views. BOARDWALK IN THE SKY The bridge deck will be use a tiered section to incorporate various types of plantings native to the area. On the top level, wood decking give a feeling of a boardwalk on the way to the beach. CURVES ARE IN The bridge mimics the elegant curves along the beaches, architecture and urban design throughout the City of Sunny Isles Beach. These curves give the bridge a smoother and softer feel along the horizon. 1 2 2 3 3 4 A Unique & Beautiful Solution 21 3 4 PROJECT UNDERSTANDING & APPROACH D PAGE INTENTIONALLY LEFT BLANK QUALIFICATION INFORMATION & ASSIGNED PERSONNELQualification Information & Assigned Personnel E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |19 MACCONEL & DODD Certified Public Accounting Firm 6235 66th St. North Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL Report on the Statement We have audited the accompanying Statement of Direct Labor, Fringe Benefits & General Overhead of Finley Engineering Group, Inc. (the Company) for the year ended December 31, 2018 and the related notes to the statement. Management’s Responsibility for the Statement Management is responsible for the preparation and fair presentation of this statement in accordance with accounting practices prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2 and is not intended to be a presentation in conformity with generally accepted accounting principles. Management is also responsible for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of the schedule that is free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on this 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. 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 of Direct Labor, Fringe Benefits and General Overhead. The procedures selected depend on the auditor’s judgment, including the assessment of the risks of material misstate ment of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation 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 entity’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 that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. FINANCIAL STABILITY: 3 YEARS OF AUDITS QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |20 Opinion In our opinion, the statement referred to above presents fairly, in all material respects, the direct labor, fringe benefits & general overhead of the Company for the year ended December 31, 2018, on the basis of accounting described in Note 2. Basis of Accounting We draw attention to Note 2 to the statement, which describes the basis of accounting. The statement was prepared by the Company on the basis of accounting prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2, which is a 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. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards we have also issued a report dated April 24, 2019 on our consideration of the Company’s internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts and other matters. The purpose of that report is to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Company’s internal control over financial reporting and compliance. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc. and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL & DODD April 24, 2019 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |21 As Per Adjusted Records Adjustments For FAR Reference Direct Labor $ 794,176 $ 794,176 Fringe Benefits Paid Leave 107,220 107,220 Payroll Taxes 92,963 1,338 91,625 31.205-1; Advertising Pension Expense 39,968 39,968 Group Insurance 84,263 84,263 Life & Disability Insurance 23,522 8,977 14,544 31.205-19; Key Man Life Insurance Workers Compensation 4,662 4,662 Other Fringe Benefits 9,250 9,250 Total Fringe Benefits 361,847 351,532 General Overhead Indirect Labor 403,853 31,853 372,000 31.205-6; Personal Use of Auto 31.205-1; Advertising Advertising 5,413 5,413 0 31.205-1; Advertising Automobile Expense 36,638 5,391 31,247 31.201-4; Allocability 31.205-15; Penalties Bank Charges 4,557 4,557 Computer Expense 181,744 64 181,680 31.201-4; Allocability Consulting 30,960 85 30,875 31.205-1; Advertising Contributions 24,754 24,754 0 31.205-8; Contributions Depreciation 9,730 9,730 Dues & Subscriptions 28,913 9,290 19,623 31.205-22; Lobbying 31.205-14; Entertainment 31.205-1; Advertising 31.201-4; Allocability Education & Training 1,360 1,360 Insurance 65,559 65,559 Interest 12,647 12,647 0 31.205-20; Interest Miscellaneous 28,889 20,004 8,885 31.205-13; Gifts 31.205-46; Travel Outside Services 6,497 6,497 Postage & Delivery 2,540 2,540 Professional Fees 65,397 17,058 48,339 31.205-3; Bad debts Recruitment & Relocation 14,437 14,437 Rent 190,657 109,013 81,644 31.205-36; Rent Repairs & Maintenance 17,792 17,792 Seminars & Meetings 5,875 800 5,075 31.201-4; Allocability Supplies 21,194 21,194 Taxes & License 27,491 93 27,398 31.205-20; Interest 31.205-1; Advertising Telephone 68,331 68,331 Temp Personnel 1,525 1,525 Travel 38,346 7,090 31,256 31.205-14; Entertainment 31.205-46; Travel Utilities 19,887 19,887 Total Overhead 1,314,986 1,071,430 Total Fringe & Overhead $ 1,676,833 $ 1,422,961 Fringe Benefit Rate 44.264% General Overhead Rate 134.911% Overhead Rate 179.175% Facilities Cost of Capital 0.608% Finley Engineering Group Statement of Direct Labor, Fringe Benefits & General Overhead For the Year Ended December 31, 2018 See independent auditor's report and notes to financial statement. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |22 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2018 (1) The Company Finley Engineering Group, Inc. (the Company) incorporated in 2004 and provides design and construction engineering services to contractors and owners in bridge construction. The Company's clients include private businesses, such as commercial contractors and governmental units. Revenues are derived from billings for services and reimbursable expenses. Th e Company’s services are provided under cost plus fixed fee and lump sum contracts. (2) Basis of Accounting and Description of Accounting Systems The Company’s policy is to prepare its overhead schedules, which support the statement of direct labor, fringe benefits and general overhead, on the basis of accounting practices prescribed by Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR). Accordingly, the above mentioned statement is not intended to present the results of operations of the Company in conformity with generally accepted accounting principles. The preparation of these statements requires management to make estimates and assumptions that affect the reported amounts of expenses for the reported period. Actual results could differ from those estimates and assumptions. The company maintains a job order cost accounting system for recording and accumulating costs incurred under its contracts. Each project is assigned a job number so that costs may be segregated and accumulated in the Company’s job order cost accounting system. 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. (3) Allocation of Expenses The Company consistently bills its clients for the following direct costs: labor, travel, and sub consultants (4) Executive Compensation Executive compensation in excess of those amounts indicated in the National Compensation Matrix have been considered and no adjustment was made to the indirect cost pool.Refer to Note 11 and 13 for adjustments made in relation to unallowable business development labor as well as personal use of automobiles. (5) Uncompensated Overtime The Company had uncompensated overtime for certain salaried employees. The time in excess of forty hours is credited to the indirect cost pool as payroll variance. (6) Depreciation and Leasing Policies The Company records in its financial statements depreciation costs using straight line or accelerated methods. No Section 179 tax depreciation is included in the indirect cost pool. Certain assets are purchased and depreciated, while others are leased and considered operating leases and the annual lease costs are included in the overhead pool. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |23 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2018 (7) Related Party Transactions The Company rents office space from a related party entity. Rent has been adjusted by $109,013 to comply with the provisions of FAR 31.205-36. (8) Pension Plan The Company maintains a 401-K pension plan which meets the requirements of FAR 31.205-6. (9) Facilities Cost of Capital The following represents the FCCM Rate for the year ended December 31, 2018: NBV of Assets Current Period $302,765 NBV of Assets Prior Period 12,710 Average Net Book Value 157,738 Average Treasury Rate 3.06% Facilities Capital Cost of Money 4,831 Divided by: Direct Labor Cost 794,176 FCCM Rate 0.608% (10) Summary of Fringe Benefits & General Overhead Rates The following represents the allowable overhead rates incurred by the Company for the year ended December 31, 2018: FAR Overhead Rate Fringe Benefits & General Overhead / Direct Labor = Overhead Rate $1,422,961 / $794,176 =179.175% (11) Description of Labor-Related Costs Direct Labor: The Company charges labor to all projects through time entered on time sheets and assigned to individual project numbers. All labor charges to projects are based on actual labor costs. Paid Leave: The Company provides paid leave to employees according to job classification and length of service. Business Development Labor: The Company has removed all unallowable business development labor from the indirect cost pool in the amount of $19,176. Premium Overtime:The Company does not include the premium portion of overtime in the indirect cost pool. The premium portion of paid overtime is included in the direct labor base. (12) Contract/Purchased Labor The Company uses contract labor for engineering related services and bills this labor as Other Direct Costs. No overhead is applied to this labor. (13) Personal Use of Auto The overhead cost pool has been adjusted by $12,677 to reflect personal use of company vehicles. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |24 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2018 (14) FDOT Direct Expense Rate The Company’s direct expense rate was based on the direct costs accumulated in the job costs and recorded in the following accounts in the general ledger: Expense Amount Postage & Shipping 202 Supplies 0 Travel 33,433 Reproduction 0 Total 31,548 Unallowables (2,087) Allowable Expenses 31,548 Direct Labor $794,176 Direct Expense Rate 3.97% The Company had no extraordinary equipment purchases included in the direct expense rate. The direct expense rate does not include any amounts paid to sub consultants. No costs used to calculate the direct expense rate exceeded the $150 per night limitation, per Chapter 2016-62, Laws of Florida, no permit costs are included in the direct expense rate calculation, and the travel related costs are in compliance with Florida Statute 112.061. Note: The Company has not included the direct premium portion of overtime in the direct expense rate calculation. The direct expense rate does not include rent, utilities, mobilization or similar costs for field offices. The Company has no personnel in DOT owned or leased offices. (15) Management’s Evaluation of Subsequent Events The Company has evaluated subsequent events through April 24, 2019, the date upon which the Statement of Direct Labor, Fringe Benefits and General Overhead was available for issuance. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |25 MACCONEL & DODD Certified Public Accounting Firm 6235 66th St. North Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report on Internal Control and Compliance Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL 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 & General Overhead of Finley Engineering Group, Inc. (the Company) for the year ended December 31, 2018, and the related notes to the statement, and have issued our report thereon dated April 24, 2019. Internal Control Over Financial Reporting In planning and performing our audit of the statement, we considered the Company’s internal control over financial reporting to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statement, but not for the purpose of expressing an opinion on the effectiveness of the Company’s internal control. Accordingly, we do not express an opinion on the effectiveness of the Company’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 function, to prevent or detect and correct misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies in internal control such that there is a reasonable possibility that a material misstatement of the Company’s financial statements 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 was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Compliance and Other Matters As part of obtaining reasonable assurance about whether the Company’s financial statement is free of material misstatement, we performed tests of its compliance with certain provisions of laws, regulations and contracts and Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR), noncompliance with which could have a direct and material effect on the determination of the financial statement amounts. 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. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |26 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. Accordingly, this communication is not suitable for any other purpose. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc. and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL & DODD April 24, 2019 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |27 MACCONEL & DODD Certified Public Accounting Firm 4326 Park Blvd Suite G Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL Report on the Statement We have audited the accompanying Statement of Direct Labor, Fringe Benefits & General Overhead of Finley Engineering Group, Inc.(the Company) for the year ended December 31, 2017 and the related notes to the statement. Management’s Responsibility for the Statement Management is responsible for the preparation and fair presentation of this statement in accordance with accounting practices prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2 and is not intended to be a presentation in conformity with generally accepted accounting principles. Management is also responsible for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of the schedule that is free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on this 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. 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 of Direct Labor, Fringe Benefits and General Overhead. The procedures selected depend on the auditor’s judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation 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 entity’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 that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |28 Opinion In our opinion, the statement referred to above presents fairly, in all material respects, the direct labor, fringe benefits & general overhead of the Company for the year ended December 31, 2017, on the basis of accounting described in Note 2. Basis of Accounting We draw attention to Note 2 to the statement, which describes the basis of accounting. The statement was prepared by the Company on the basis of accounting prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2, which is a 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. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards we have also issued a report dated April 18, 2018 on our consideration of the Company’s internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts and other matters. The purpose of that report is to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Company’s internal control over financial reporting and compliance. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc.and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL & DODD April 18, 2018 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |29 As Per Adjusted Records Adjustments For FAR Reference Direct Labor $ 722,025 1,016 $ 721,009 OT Premium Fringe Benefits Paid Leave 111,371 111,371 Payroll Taxes 88,853 88,853 Pension Expense 39,517 39,517 Group Insurance 85,463 85,463 Life & Disability Insurance 23,519 8,974 14,544 31.205-19; Key Man Life Insurance Workers Compensation 5,698 5,698 Other Fringe Benefits 11,882 11,882 Total Fringe Benefits 366,303 357,328 General Overhead Indirect Labor 498,027 20,156 477,871 31.205-6; Personal Use of Auto 31.205-1; Advertising Automobile Expense 24,666 24,666 Bank Charges 5,121 2,479 2,642 31.205-20; Interest Computer Expense 146,801 146,801 Consulting 9,680 3,826 5,854 31.205-1; Advertising 31.205-27; Organization costs Contributions 27,100 27,100 0 31.205-8; Contributions Depreciation 5,288 5,288 Dues & Subscriptions 30,301 9,235 21,066 31.205-22; Lobbying 31.205-14; Entertainment 31.205-1; Advertising Education & Training 19,002 3,993 15,009 31.205-27; Organization costs 31.201-4; Allocability Insurance 75,125 2,125 73,000 31.201-4; Allocability Interest 21,828 21,828 0 31.205-20; Interest Miscellaneous 37,053 11,962 25,091 31.205-13; Gifts Outside Services 8,228 8,228 Postage & Delivery 2,328 2,328 Printing & Reproduction 57 57 Professional Fees 32,219 4,750 27,469 31.201-4; Allocability 31.205-27; Organization costs Recruitment & Relocation 59,915 59,915 Rent 192,604 108,206 84,398 31.205-36; Rent Repairs & Maintenance 22,128 22,128 Seminars & Meetings 3,936 3,936 Supplies 18,115 18,115 Taxes & License 38,078 6,435 31,643 31.205-15; Penalties 31.201-4; Allocability Telephone 55,331 55,331 Temp Personnel 1,375 1,375 Travel 62,182 13,555 48,627 31.205-14; Entertainment 31.205-1; Advertising 31.201-4; Allocability 31.205-46; Travel Utilities 15,603 15,603 Total Overhead 1,412,089 1,176,440 Total Fringe & Overhead $ 1,778,392 $ 1,533,768 Fringe Benefit Rate 49.56% General Overhead Rate 163.17% Overhead Rate 212.73% Facilities Cost of Capital 0.04% Finley Engineering Group Statement of Direct Labor, Fringe Benefits & General Overhead For the Year Ended December 31, 2017 See independent auditor's report and notes to financial statement. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |30 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2017 (1) The Company Finley Engineering Group, Inc. (the Company) incorporated in 2004 and provides design and construction engineering services to contractors and owners in bridge construction. The Company's clients include private businesses, such as commercial contractors and governmental units. Revenues are derived from billings for services and reimbursable expenses. The Company’s services are provided under cost plus fixed fee and lump sum contracts. (2) Basis of Accounting and Description of Accounting Systems The Company’s policy is to prepare its overhead schedules, which support the statement of direct labor, fringe benefits and general overhead, on the basis of accounting practices prescribed by Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR). Accordingly, the above mentioned statement is not intended to present the results of operations of the Company in conformity with generally accepted accounting principles. The preparation of these statements requires management to make estimates and assumptions that affect the reported amounts of expenses for the reported period. Actual results could differ from those estimates and assumptions. The company maintains a job order cost accounting system for recording and accumulating costs incurred under its contracts. Each project is assigned a job number so that costs may be segregated and accumulated in the Company’s job order cost accounting system. 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. (3) Allocation of Expenses The Company consistently bills its clients for the following direct costs: labor, travel, and sub consultants (4) Executive Compensation Executive compensation in excess of those amounts indicated in the National Compensation Matrix have been considered and no adjustment was made to the indirect cost pool.Refer to Note 11 and 13 for adjustments made in relation to unallowable business development labor as well as personal use of automobiles. (5) Uncompensated Overtime The Company had uncompensated overtime for certain salaried employees. The time in excess of forty hours is credited to the indirect cost pool as payroll variance. (6) Depreciation and Leasing Policies The Company records in its financial statements depreciation costs using straight line or accelerated methods. No Section 179 tax depreciation is included in the indirect cost pool. Certain assets are purchased and depreciated, while others are leased and considered operating leases and the annual lease costs are included in the overhead pool. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |31 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2017 (7) Related Party Transactions The Company rents office space from a related party entity. Rent has been adjusted by $108,206 to comply with the provisions of FAR 31.205-36. (8) Pension Plan The Company maintains a 401-K pension plan which meets the requirements of FAR 31.205-6. (9) Facilities Cost of Capital The following represents the FCCM Rate for the year ended December 31, 2017: NBV of Assets Current Period $12,710 NBV of Assets Prior Period 10,149 Average Net Book Value 11,430 Average Treasury Rate 2.44% Facilities Capital Cost of Money 279 Divided by: Direct Labor Cost 721,009 FCCM Rate 0.04% (10) Summary of Fringe Benefits & General Overhead Rates The following represents the allowable overhead rates incurred by the Company for the year ended December 31, 2017: FAR Overhead Rate Fringe Benefits & General Overhead / Direct Labor = Overhead Rate $1,533,768 / $721,009 =212.73% (11) Description of Labor-Related Costs Direct Labor: The Company charges labor to all projects through time entered on time sheets and assigned to individual project numbers. All labor charges to projects are based on actual labor costs. Paid Leave:The Company provides paid leave to employees according to job classification and length of service. Business Development Labor: The Company has removed all unallowable business development labor from the indirect cost pool in the amount of $16,892. Premium Overtime:The Company does not include the premium portion of overtime in the indirect cost pool. The premium portion of paid overtime is included in the direct labor base. (12) Contract/Purchased Labor The Company uses contract labor for engineering related services and bills this labor as Other Direct Costs. No overhead is applied to this labor. (13) Personal Use of Auto The overhead cost pool has been adjusted by $3,264 to reflect personal use of company vehicles. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |32 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2017 (14) FDOT Direct Expense Rate The Company’s direct expense rate was based on the direct costs accumulated in the job costs and recorded in the following accounts in the general ledger: Expense Amount Postage & Shipping 158 Supplies 425 Travel 14,264 Reproduction 20 Total 14,866 Unallowables (927) Allowable Expenses 13,939 Direct Labor $721,009 Direct Expense Rate 1.93% The Company had no extraordinary equipment purchases included in the direct expense rate. The direct expense rate does not include any amounts paid to sub consultants. No costs used to calculate the direct expense rate exceeded the $150 per night limitation, per Chapter 2016-62, Laws of Florida, no permit costs are included in the direct expense rate calculation, and the travel related costs are in compliance with Florida Statute 112.061. Note: The Company has not included the direct premium portion of overtime in the direct expense rate calculation. The direct expense rate does not include rent, utilities, mobilization or similar costs for field offices. The Company has no personnel in DOT owned or leased offices. (15) Management’s Evaluation of Subsequent Events The Company has evaluated subsequent events through April 18, 2018, the date upon which the Statement of Direct Labor, Fringe Benefits and General Overhead was available for issuance. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |33 MACCONEL & DODD Certified Public Accounting Firm 4326 Park Blvd Suite G Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report on Internal Control and Compliance Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL 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 & General Overhead of Finley Engineering Group, Inc.(the Company) for the year ended December 31, 2017, and the related notes to the statement, and have issued our report thereon dated April 18, 2018. Internal Control Over Financial Reporting In planning and performing our audit of the statement, we considered the Company’s internal control over financial reporting to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statement, but not for the purpose of expressing an opinion on the effectiveness of the Company’s internal control. Accordingly, we do not express an opinion on the effectiveness of the Company’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 function, to prevent or detect and correct misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies in internal control such that there is a reasonable possibility that a material misstatement of the Company’s financial statements 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 was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Compliance and Other Matters As part of obtaining reasonable assurance about whether the Company’s financial statement is free of material misstatement, we performed tests of its compliance with certain provisions of laws, regulations and contracts and Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR), noncompliance with which could have a direct and material effect on the determination of the financial statement amounts. 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. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |34 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. Accordingly, this communication is not suitable for any other purpose. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc.and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL & DODD April 18, 2018 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |35 MACCONEL & DODD Certified Public Accounting Firm 4326 Park Blvd Suite G Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL Report on the Statement We have audited the accompanying Statement of Direct Labor, Fringe Benefits & General Overhead of Finley Engineering Group, Inc.(the Company) for the year ended December 31, 2016 and the related notes to the statement. Management’s Responsibility for the Statement Management is responsible for the preparation and fair presentation of this statement in accordance with accounting practices prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2 and is not intended to be a presentation in conformity with generally accepted accounting principles. Management is also responsible for the design, implementation, and maintenance of internal control relevant to the preparation and fair presentation of the schedule that is free from material misstatement, whether due to fraud or error. Auditor’s Responsibility Our responsibility is to express an opinion on this 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. 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 of Direct Labor, Fringe Benefits and General Overhead. The procedures selected depend on the auditor’s judgment, including the assessment of the risks of material misstatement of the financial statements, whether due to fraud or error. In making those risk assessments, the auditor considers internal control relevant to the entity’s preparation and fair presentation 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 entity’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 that the audit evidence we have obtained is sufficient and appropriate to provide a basis for our audit opinion. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |36 Opinion In our opinion, the statement referred to above presents fairly, in all material respects, the direct labor, fringe benefits & general overhead of the Company for the year ended December 31, 2016, on the basis of accounting described in Note 2. Basis of Accounting We draw attention to Note 2 to the statement, which describes the basis of accounting. The statement was prepared by the Company on the basis of accounting prescribed by Part 31 of the Federal Acquisition Regulations and certain other Federal regulations as discussed in Note 2, which is a 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. Other Reporting Required by Government Auditing Standards In accordance with Government Auditing Standards we have also issued a report dated May 23, 2017 on our consideration of the Company’s internal control over financial reporting and on our tests of its compliance with certain provisions of laws, regulations, contracts and other matters. The purpose of that report is to describe the scope of our testing of internal control over financial reporting and compliance and the results of that testing, and not to provide an opinion on the internal control over financial reporting or on compliance. That report is an integral part of an audit performed in accordance with Government Auditing Standards in considering the Company’s internal control over financial reporting and compliance. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc.and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL &DODD May 23,2017, except for Note 14 to which the date is June 5, 2017 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |37 As Per Adjusted Records Adjustments For FAR Reference Direct Labor $ 697,916 5,888 $ 692,028 OT Premium Fringe Benefits Paid Leave 81,568 81,568 Payroll Taxes 91,492 91,492 Pension Expense 36,102 36,102 Group Insurance 91,077 5,643 85,434 31.201-4; Allocability Life & Disability Insurance 23,519 8,974 14,544 31.205-19; Key Man Life Insurance Workers Compensation 6,606 6,606 Other Fringe Benefits 11,322 11,322 Total Fringe Benefits 341,685 327,068 General Overhead Indirect Labor 577,386 63,300 514,086 31.205-6; Compensation 31.205-6; Personal Use of Auto 31.205-1; Advertising Automobile Expense 25,057 25,057 Bank Charges 5,574 3,524 2,050 31.205-20; Interest Computer Expense 150,014 150,014 Consulting 9,983 1,323 8,660 31.205-13; Gifts Contributions 16,122 16,122 0 31.205-8; Contributions Depreciation 61,019 40,121 20,898 31.205-11; Depreciation Dues & Subscriptions 27,889 8,644 19,245 31.205-22; Lobbying 31.205-8; Contributions 31.205-14; Social Activities Education & Training 16,919 16,919 Insurance 66,546 1,371 65,175 31.205-20; Interest Interest 10,068 10,068 0 31.205-20; Interest Miscellaneous 34,421 15,649 18,772 31.205-13; Gifts Outside Services 4,240 4,240 Postage & Delivery 3,370 3,370 Printing & Reproduction 318 29 289 31.202; Direct Professional Fees 40,663 40,663 Recruitment & Relocation 5,638 5,638 Rent 191,953 97,703 94,250 31.205-36; Rent Repairs & Maintenance 19,068 19,068 Seminars & Meetings 8,730 65 8,665 31.205-14; Entertainment Supplies 28,956 1,773 27,183 31.205-13; Gifts Taxes & License 21,259 21,259 Telephone 65,385 65,385 Temp Personnel 913 913 Travel 45,529 13,261 32,268 31.205-14; Entertainment 31.201-4; Allocability 31.205-46; Travel Utilities 14,724 14,724 Total Overhead 1,451,744 1,178,791 Total Fringe & Overhead $ 1,793,429 $ 1,505,859 Fringe Benefit Rate 47.26% General Overhead Rate 170.34% Overhead Rate 217.60% Facilities Cost of Capital 0.03% Finley Engineering Group Statement of Direct Labor, Fringe Benefits & General Overhead For the Year Ended December 31, 2016 See independent auditor's report and notes to financial statement. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |38 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2016 (1) The Company Finley Engineering Group, Inc. (the Company) incorporated in 2004 and provides design and construction engineering services to contractors and owners in bridge construction. The Company's clients include private businesses, such as commercial contractors and governmental units. Revenues are derived from billings for services and reimbursable expenses. The Company’s services are provided under cost plus fixed fee and lump sum contracts. (2) Basis of Accounting and Description of Accounting Systems The Company’s policy is to prepare its overhead schedules, which support the statement of direct labor, fringe benefits and general overhead, on the basis of accounting practices prescribed by Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR). Accordingly, the above mentioned statement is not intended to present the results of operations of the Company in conformity with generally accepted accounting principles. The preparation of these statements requires management to make estimates and assumptions that affect the reported amounts of expenses for the reported period. Actual results could differ from those estimates and assumptions. The company maintains a job order cost accounting system for recording and accumulating costs incurred under its contracts. Each project is assigned a job number so that costs may be segregated and accumulated in the Company’s job order cost accounting system. 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. (3) Allocation of Expenses The Company consistently bills its clients for the following direct costs: labor, travel, and sub consultants (4) Executive Compensation Executive compensation in excess of those amounts indicated in the National Compensation Matrix have been considered and an adjustment of $47,132 was made to the indirect cost pool. (5) Uncompensated Overtime The Company had uncompensated overtime for certain salaried employees. The time in excess of forty hours is credited to the indirect cost pool as payroll variance. (6) Depreciation and Leasing Policies The Company records in its financial statements depreciation costs using straight line or accelerated methods. An adjustment of $40,121 was made to remove Section 179 tax depreciation included in the indirect cost pool. Certain assets are purchased and depreciated, while others are leased and considered operating leases and the annual lease costs are included in the overhead pool. (7) Related Party Transactions The Company rents office space from a related party entity. Rent has been adjusted by $97,703 to comply with the provisions of FAR 31.205-36. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |39 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2016 (8) Pension Plan The Company maintains a 401-K pension plan which meets the requirements of FAR 31.205-6. (9) Facilities Cost of Capital The following represents the FCCM Rate for the year ended December 31, 2016: NBV of Assets Current Period $10,149 NBV of Assets Prior Period 10,987 Average Net Book Value 10,568 Average Treasury Rate 2.19% Facilities Capital Cost of Money 231 Divided by: Direct Labor Cost 692,028 FCCM Rate 0.03% (10) Summary of Fringe Benefits & General Overhead Rates The following represents the allowable overhead rates incurred by the Company for the year ended December 31, 2016: FAR Overhead Rate Fringe Benefits & General Overhead / Direct Labor = Overhead Rate $1,505,859 / $692,028 =217.60% (11) Description of Labor-Related Costs Direct Labor: The Company charges labor to all projects through time entered on time sheets and assigned to individual project numbers. All labor charges to projects are based on actual labor costs. Paid Leave:The Company provides paid leave to employees according to job classification and length of service. Business Development Labor: The Company has removed all unallowable business development labor from the indirect cost pool in the amount of $12,898. Premium Overtime:The Company does not include the premium portion of overtime in the indirect cost pool. The premium portion of paid overtime is included in the direct labor base. (12) Contract/Purchased Labor The Company uses contract labor for engineering related services and bills this labor as Other Direct Costs. No overhead is applied to this labor. (13) Personal Use of Auto The overhead cost pool has been adjusted by $3,270 to reflect personal use of company vehicles. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |40 Finley Engineering Group, Inc. Notes to Statement of Direct Labor, Fringe Benefits and General Overhead For the Year Ended December 31, 2016 (14) FDOT Direct Expense Rate The Company’s direct expense rate was based on the direct costs accumulated in the job costs and recorded in the following accounts in the general ledger: Expense Amount Postage & Shipping 353 Supplies 236 Travel 66,918 Reproduction 66 Other 18,600 Total 86,173 Unallowables (25,599) Allowable Expenses 60,574 Direct Labor $692,028 Direct Expense Rate 8.75% The Company had no extraordinary equipment purchases included in the direct expense rate. The direct expense rate does not include any amounts paid to sub consultants. No costs used to calculate the direct expense rate exceeded the $150 per night limitation, per Chapter 2016-62, Laws of Florida, no permit costs are included in the direct expense rate calculation, and the travel related costs are in compliance with Florida Statute 112.061. Note: The Company has not included the direct premium portion of overtime in the direct expense rate calculation. The direct expense rate does not include rent, utilities, mobilization or similar costs for field offices. The Company has no personnel in DOT owned or leased offices. (15) Management’s Evaluation of Subsequent Events The Company has evaluated subsequent events through May 23, 2017, the date upon which the Statement of Direct Labor, Fringe Benefits and General Overhead was available for issuance. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |41 MACCONEL & DODD Certified Public Accounting Firm 4326 Park Blvd Suite G Pinellas Park, FL 33781 (941) 322-0033 macdod@cpa.com Brandi Adams CPA Independent Auditor’s Report on Internal Control and Compliance Board of Directors and Stockholders Finley Engineering Group, Inc. Tallahassee, FL 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 & General Overhead of Finley Engineering Group, Inc.(the Company) for the year ended December 31, 2016, and the related notes to the statement, and have issued our report thereon dated May 23, 2017. Internal Control Over Financial Reporting In planning and performing our audit of the statement, we considered the Company’s internal control over financial reporting to determine the audit procedures that are appropriate in the circumstances for the purpose of expressing our opinion on the financial statement, but not for the purpose of expressing an opinion on the effectiveness of the Company’s internal control. Accordingly, we do not express an opinion on the effectiveness of the Company’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 function, to prevent or detect and correct misstatements on a timely basis. A material weakness is a deficiency, or combination of deficiencies in internal control such that there is a reasonable possibility that a material misstatement of the Company’s financial statements 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 was for the limited purpose described in the first paragraph of this section and was not designed to identify all deficiencies in internal control that might be material weaknesses or significant deficiencies. Given these limitations, during our audit we did not identify any deficiencies in internal control that we consider to be material weaknesses. However, material weaknesses may exist that have not been identified. Compliance and Other Matters As part of obtaining reasonable assurance about whether the Company’s financial statement is free of material misstatement, we performed tests of its compliance with certain provisions of laws, regulations and contracts and Subparts 9900 and Part 31 of the Federal Acquisition Regulations (FAR), noncompliance with which could have a direct and material effect on the determination of the financial statement amounts. 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. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |42 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. Accordingly, this communication is not suitable for any other purpose. Restriction on Use This report is intended solely for the use of the management of Finley Engineering Group, Inc.and those government agencies that use the cost principles of the Federal Acquisition Regulations and is not intended to be and should not be used by anyone other than these specified parties. MACCONEL & DODD May 23, 2017 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |43 FINLEY Engineering Group, Inc. has assembled a team of 24 professionals to provide full services for the new Pedestrian Bridge in the City of Sunny Isles Beach, Florida, with a total workforce of 133 employees to provide support to the appointed team. The availability shown is based on the dedicated office that will be involved on the project. SIZE OF WORKFORCE Discipline Assigned to City of Sunny Isles Beach Project Total Available Reserve Project Manager 1 3 2 Bridge Architect 1 2 1 Bridge Engineer 3 20 17 Cost Estimating and Schedule 1 2 1 Architect 2 6 4 Roadway and Civil Engineering 3 17 14 Drainage 1 7 6 Utilities 1 4 3 Landscape Architect 1 2 1 Surveyor 2 10 8 3 Man Surveying Crew 1 3 2 Geotechnical Engineers 3 6 4 Geotechnical - Drilling Equipment and Crews 1 Rig and 1 Drilling Crew 3 Rigs and 3 Drilling Crews 2 Rigs and 2 Drilling Crews Structural and MEP Engineers 2 45 43 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |44 AVAILABILITY OF PERSONNEL PER LOCATION Firm Key Personnel Availability Location FINLEY Engineering Group, Inc. Jerry Pfuntner, PE, SE 60%Tallahassee, FL FINLEY Engineering Group, Inc.Maxim D. Nasab, AIA, NCARB 80%Tallahassee, FL FINLEY Engineering Group, Inc. Patrick Noble, PE, SE 80%Tallahassee, FL FINLEY Engineering Group, Inc. Enrique Espino, PE 35%Miami, FL FINLEY Engineering Group, Inc. Craig Finley, PE 35%Tallahassee, FL Hanson Professional Services, Inc. Jeff V. Easley, PE 50%Miami, FL Hanson Professional Services, Inc. Brian P. Lemieux, PE 75%Miami, FL ACAI Associates, Inc. Donald Wilkin, RA, CPTED 80%Fort Lauderdale, FL ACAI Associates, Inc.Adolfo J. Cotilla, Jr., AIA 70%Fort Lauderdale, FL Calvin Giordano & Associates Tammy Cook-Weedon, ASLA, PLA 30%Fort Lauderdale, FL M.G. Vera & Associates Manny Vera Jr., PSM 55%Miami, FL HR Engineering Services, Inc. Hernando R. Ramos, PE 40%Fort Lauderdale, FL TLC Engineering Solutions Cathy Tiedge, PE 50%Cocoa Beach, FL TLC Engineering Solutions Vincent McNish, PE 30%Miami, FL FINLEY Engineering Group Inc. and our team has ample availability for this project, as well as for the City of Sunny Isles and its community. The availability is evaluated based on the projected work load and the tentative design schedule provided by the city. The locations shown the office that will be involved on the project. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |45 LOCAL PERMITTING EXPERIENCE FINLEY has assembled a team that includes the local specialization of ACAI Associates and Hanson Professional Services, Inc.. ACAI’s in-house staff includes two (2) experienced permit expeditors who are familiar with South Florida agencies and their requirements. They have in- depth knowledge of building department requirements on all levels of state and local permitting for development projects ACAI served as the Architect responsible for the “turn-key” design and construction, including permitting, of all the bus stops throughout Broward County. They were responsible for dealing with multiple jurisdictions, including City, County and State depending on right of way issues for over 5,000 bus stop locations. They have also been involved with permitting projects in the City of Fort Lauderdale, Davie, Hollywood, Oakland Park, Broward, Palm Beach and Miami-Dade Counties, to name a few. In addition to ACAI, Hanson Professional Services, Inc. led a consultant team tasked to provide management oversight for an extensive planning/PD&E/public outreach effort for added passenger and freight rail services along a 85- mile segment of Florida East Coast (FEC) railroad corridor. The integrated system covers a tri-county area from Miami to Jupiter, FL, and includes TriRail and Amtrak passenger service and FEC/CSX freight service in the South Florida Rail Corridor and South Florida East Coast Corridor (SFECC). Efforts have included the refinement of the System Master to become a more efficient and cost- effective system. Hanson’s responsibilities also included professional design services related to the drainage and permitting in support of the “Early/Critical Phase 3 Activities.” NEPA studies which were advanced for three interrelated and independent projects through the award of a Federal TIGER Grant. These fast-tracked phased projects were identified as Phase 1A Northwood Connection Rehabilitation, Phase 1B IRIS NE Connection and Phase 2 New Northwood Connection. All three projects serve as cross rail connects between Florida East Coast Railroad and South Florida Rail Corridor. Challenges encountered during the design of the linear drainage systems included high groundwater conditions, limited right-of-way, stringent storm event criteria due to lack of discharge connection points, and excavation restrictions within areas that were identified as historic and archaeologically sensitive. Hanson designed a unique combined closed system of swales and French Drains to meet both stormwater treatment and retention criteria for all three projects. Hanson met with the South Florida Water Management District on several occasions to help facilitate necessary permits for all three projects. A permit exemption was secured for the IRIS connection project, while 10-2 Self Certifications permits were facilitated for the two Northwood projects. All three projects have been successfully constructed. PERFORMANCE RECORD & ABILITY TO COMPLETE PROJECTS ON SCHEDULE AND WITHIN BUDGET Through our references and project experience pages we have included, FINLEY’s performance record working with complex bridges shows a record of reliable, innovative services, with a deep familiarity of FDOT standards. Furthermore, our sub-consultants, Hanson Professional Services, Inc., ACAI & Associates, GCA, HR Engineering Services, and TLC Engineering Solutions have extensive experience working with both the FDOT and within the Miami-Dade County areas. FINLEY, Hanson and HR are currently working on the ongoing project US27/ SR25/Okeechobee Rd and SR826/Palmetto Expressway Interchange in Miami, FL, and therefore have current, relevant experience with a strong performance record working together and within the same federal section of Florida. In each of our below referenced projects, which are also included in our project experience pages in the SF330 portion of this section, FINLEY has consistently worked within the allotted budget and timeframe. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |46 Project Client Contact Estimated Completion Actual Completion Proposed Budget* Final Contract Amount* I-35 Brazos River Bridges Waco, TX Ernest E. Trussell (407) 467-5757 18 Months 18 Months $70,000 $110,000** Palmetto Section 5 SR 826/836 Interchange Miami, FL Andres Mendoza (305) 670-7585 75 Months 75 Months $4,900,000 $5,300,000** Wekiva Parkway Section Lake and Seminole Counties, FL Pete Kelley (904) 292-4240 9 Months 9 Months $610,000 $610,000 Louisville Waterfront Park Phase III, Big Four Pedestrian Ramp Louisville, KY Robert Clark (813) 677-7184 22 Months 22 Months $360,000 $360,000 Estero Parkway Flyover Value Engineering Redesign Lee County, FL Randy Cerchie (239) 533-8580 22 Months 22 Months $300,000 $303,000** Miami Intermodal Center Bridge 10A Value Engineering Miami, FL Joseph Beaird (305) 371-5228 18 Months 18 Months $275,000 $293,000** *These amounts are reflective of FINLEY’s services only. ** Increases in budgets are due to the increase in scope of work and added technical support, which is typically not included in the initial pricing; no increase in budget for design issues. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E ABILITY TO COMPLETE PROJECTS ON SCHEDULE & WITHIN BUDGET Below are several recent projects showcased in this proposal exemplifying FINLEY’s consistent record of completing our projects on schedule and within the budget allotted : RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |47 FINLEY’s approach is to provide innovative, cost-reducing design solutions, providing aesthetically and structurally superior work within budget and on schedule. See two reference letters from our client/owner that confirms FINLEY’s ability to be on schedule and on budget. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E ADDITIONAL REFERENCES RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |48 EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |49 FINLEY Engineering Group, Inc. FINLEY Engineering Group, Inc. is a specialty bridge design and construction engineering firm recognized both nationally and internationally for its expertise in complex bridge projects. Our project portfolio includes a broad variety of bridge types including concrete segmental cast-in-place and pre- cast, trusses, cable stayed/extradosed, concrete girders/beams, long span, steel girders/boxes, and moveable structures. FINLEY has completed over 100 projects around the globe, giving us the proven experience to work in multiple environments at any distance from our offices. Since 2004, FINLEY has implemented and developed best practices for communications with owners, traveling to job sites, and maintaining coherent projects wherever the bridge industry takes us FINLEY’s niche is supplying the all-important link between engineering and construction on our projects. Our strength is that we understand both sides; we don’t see a dividing line between design and construction. Our standard approach embraces the latest technological tools to deliver the best, most cost-effective results to our clients. As a firm, FINLEY’s projects have won more than 60 major project awards for excellence in a variety of categories. Location(s): Tallahassee, FL; Number of Years in Business: 15 Number of Employees in Each Department: Structural Engineers 20 Cost Engineer/Estimator 1 Project Manager 2 Administrative 4 Total 27 Location of Work to be Performed: Tallahassee, FL QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E SERVICES OFFERED AND FIRMS’ INFORMATION FINLEY Engineering Group, Inc., and our sub-consultants, commit that the personnel and/or principals named in this proposal shall remain assigned to the project throughout the period of the contract unless otherwise in a negotiated contract. No diversion or substitution of personnel or principals will be allowed without submission of a written request with the qualifications and experience of the proposed replacements. STATEMENT OF COMMITMENT RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |50 ACAI Associates, Inc. ACAI is a highly skilled firm offering Architectural, Engineering, Planning, Construction Management and BIM/VDC services across numerous sectors. As a FDOT certified DBE, and Statewide MBE firm, ACAI is qualified to serve as either a Prime or Sub-consultant on an array of projects. Our experience spans over four decades and our projects have included the following services: Assessment Reports, Master Planning, Programming, Architecture, Engineering, Landscape Architecture, Construction Administration and Management, Cost Estimating, Feasibility Studies, Roofing Consultation and Interior Design. Location(s): Fort Lauderdale, FL Number of Years in Business: 34 Years Number of Employees in Each Department: Structural Engineer 57 Interior Design 1 Architect 6 Project Manager 3 CADD Technicians 5 Structural Engineer 1 Construction 5 Location of Work to be Performed: Fort Lauderdale, FL Hanson Professional Services, Inc. Hanson offers a full range of roadway and street planning/design services, including Complete Streets and streetscape concepts. Hanson has provided planning, design, and construction phase services for thousands of minor and complex roadway and street projects for local and state government clients, including new facilities and rehabilitation of existing facilities. Design services include traffic capacity improvements and growth planning; roadway and street widening; milling and resurfacing; pavement rehabilitation and design; streetscape design, including sidewalks and lighting; signalization; ADA sidewalk assessment; stormwater and drainage design; utility design and coordination; permitting services; final design; and construction phase and post-design services. Location(s) in Florida: Miami, FL; Jacksonville, FL; Tallahassee, FL; Bonifay, FL Number of Years in Business: 4 Number of Employees in Each Department in Florida: Civil Engineers: 88 Project Managers: 48 Administrative 78 Location of Work to be Performed: Miami, FL QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |51 M.G. Vera & Associates Manuel G. Vera & Associates, Inc. has been providing Design Survey & Right-of-Way (ROW) Mapping services to the South Florida area for over 40 years, and directly servicing District 6 (D6) through various District-wide Survey and Mapping contracts and as sub-consultants continuously for 40 years. This experience includes both stand alone and district-wide continuing services contracts. MGV employs a staff of over 60 skilled Professional Surveyors, and Associates with extensive experience in a wide range of Surveying and Mapping services. Among these, 10 employees are registered PSM’s, 9 Survey Technicians, and 18 fully staffed and equipped survey/SUE crews. Location(s): Miami, FL; Jupiter, FL; Sanford, FL Number of Years in Business: 42 Number of Employees in Each Department: Land Surveyors 8 CADD Technicians 8 Technician/Analysts 29 Administrative 29 Location of Work to be Performed: Miami, FL Calvin Giodarno & Associates Calvin, Giordano & Associates, Inc. (CGA), has over 20 years’ experience providing award-wining landscape architectural design services. CGA has extensive experience with the tri-county area including experience in designing waterfront parks, experience with activating passive parks, use of well- articulated and inspirational architecture for public engagement, public open space, or event space, experience with handling urban social issues in passive parks, experience in working with community/ surrounding neighborhood, experience with review boards and Community Redevelopment Agency (CRA) projects, and experience of municipal projects. Location(s): Fort Lauderdale, Miami-Dade, Tampa/Clearwater, Estero, West Palm Beach, and Port St. Lucie, FL. Number of Years in Business: 82 Number of Employees in Each Department: Administrative 74 Electrical Engineers 1 Landscape Architects 4 Chemical Engineers 1 Urban Planners 14 Permitting Specialists 26 Civil Engineers 19 Surveyors 12 CADD Technicians 5 Construction Inspector 28 Transportation Engineers 3 Data Technology 10 Code Enforcement 16 Environmental Specialists 17 Landscape Designers 4 Location of Work to be Performed: Fort Lauderdale, FL QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |52 HR Engineering Services, Inc. HRES provides geotechnical services that include subsurface explorations, foundation evaluations and recommendations, and pavement evaluations and recommendations. Its geotechnical expertise includes design, planning, execution of new geotechnical projects and the remedial procedures to correct foundation problems of existing structures, extensive involvement with axial and lateral pile analyses, slope stability evaluation on retaining walls and embankments using geo-grids. Other specialties include design of numerous retaining walls types such as mechanically stabilized earth, reinforced concrete, sheet pile cantilever and anchored walls. The firm has geotechnical drilling capabilities and an in-house laboratory for testing of soils. The drilling is performed with two truck mounted drill rigs, Central Mining Equipment, model CME-55 with an automatic hammer. HRES has 4-inch diameter rock coring wire line capabilities. Location(s): Medley, FL Number of Years in Business: 21 Number of Employees in Each Department: Geotechnical Engineers 8 Civil Engineers 1 CADD Technicians 1 Technician/Analysts 1 Administrative 3 Other Employees 6 Location of Work to be Performed: Miami, FL TLC Engineering Solutions TLC Engineering Solutions continues to provide high-performance engineering design, consulting and energy services. Founded in 1955 and consistently ranked among the largest MEP and structural engineering firms in the country, we are an industry leader with expertise in diverse markets, including transportation, education, healthcare, and institutional. Headquartered in Orlando, Location(s): Florida, TLC Engineering has eight offices across Florida as well as offices in Nashville, Tennessee; New Orleans, Louisiana; Dallas, Texas; Philadelphia, Pennsylvania and Atlanta, Georgia. Number of Years in Business: 21 Number of Employees in Each Department (Miami Location): Structural Engineering 10 MEP Engineering 35 Location of Work to be Performed: Miami, FL QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |53 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 CONTACT 4. NAME AND TITLE 5. NAME OF FIRM 6. TELEPHONE NUMBER 7. FAX NUMBER 8. EMAIL ADDRESS D. ORGANIZATIONAL CHART OF PROPOSED TEAMPRIMEJ-V PARTNERSUBCONTRACTORC. PROPOSED TEAM (Complete this section for the prime contractor and all key subcontractors). 9. FIRM NAME 10. ADDRESS 11. ROLE IN THIS CONTRACT a. b. c. d. e. f. CHECK IF BRANCH OFFICE 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 (Attached) STANDARD FORM 330 (REV. 8/2016) Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. CCNA Sunny Isles Beach, Florida Wednesday, November 20, 2019 RFQ No. 19-11-01 Craig Finley, PE FINLEY Engineering Group, Inc. (850) 894-1600 (850) 894-1614 craig.finley@finleyengineeringgroup.com FINLEY Engineering Group, Inc.X 1589 Metropolitan Boulevard Tallahassee, FL 32309 Bridge Engineering and Architecture X Hanson Professional Services, Inc. X 6303 Blue Lagoon Dr Suite 280 Miami, FL 33126X Roadway, Civil, Drainage, Traffic and Utilities HR Engineering Services, Inc. 7815 NW 72nd Ave Medley, FL 33166 Geotechnical Engineering Manuel G. Vera & Associates, Inc. 13960 SW 47th St #4404 Miami, FL 33175 Land Survey ACAI Associates, Inc. 2937 W Cypress Creek Rd # 200 Fort Lauderdale, FL 33309 Architectural and Design Support X X X Giodarno & Associates 1800 Eller Drive, Suite 600 Ft Lauderdale, Florida 33316 Landscape Architecture X g.X TLC Engineering Solutions 255 S Orange Ave #1600 Orlando, FL 32801 MEP and Structural Engineering QUALIFICATION INFORMATION & ASSIGNED PERSONNEL STANDARD FORM 330 E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |54 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE JERRY PFUNTNER, PE, SE Project Manager a. TOTAL b. WITH CURRENT FIRM 25 14 15. FIRM NAME AND LOCATION (City and State) FINLEY Engineering Group, Inc., (Tallahassee, Florida) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS Civil Engineering. University of Florida. 1992 ME Civil Engineering. University of Florida. 1993 NCEES Certification Registered Professional FL-PE 52063; Licensed Engineer in 13 other states Illinois SE 081007665 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Former FDOT Area Structures Engineer for Districts 1 & 6; Adjunct Professor at University of Florida - Advanced Bridge Design. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Louisville Waterfront Park Phase III, Big Four Pedestrian Ramp (Louis- ville, KY) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2010 2010 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The Big Four Pedestrian Ramp is a $22M 693-ft-long twin steel box girder bridge and circular landing platform. The redesign ramp structure incorporated a constant girder cross section, reduced deck thickness and integral pier connections, all helped to reduce fabrication and erection costs. FINLEY’s Value Engineering redesign was able to reduce the costs relating to materials, fabrication, and construction for the Client by approximately $3M. Jerry prepared preliminary and final design and layout for the highly curved steel box girder pedestrian bridge. Role: Technical Director Cost: $22 Million b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Capital CascadeS Crossing Pedestrian Bridge (Tallahassee, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The $7.2M new Capital Cascades Crossing Pedestrian Bridge spans over Tallahassee Florida’s bustling South Monroe Street connecting Cascades Park with the Capital Cascades Trail. The bridge’s design focuses on aesthetics and presented many challenges for construction. FINLEY developed a unique temporary support system for the superstructure precast girder sections that allowed the four slanted steel pipe columns to remain in position while the deck was supported and post-tensioned. Jerry was the Lead Bridge Engineer responsible for construction engineering services including erection manual, falsework and geometry control. Role: Technical Director/Cost $7.2M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Estero Parkway Overpass (Ft. Myers, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The $35M Estero Flyover is 561-ft-long, with spans of 340 ft and 221 ft, and approximately 116-ft-wide. It extends Estero Parkway over I-75, connecting with Ben Hill Griffin Parkway. This project was a Value Engineering redesign consisting in the replacing of twin, cast-in-place concrete box girders design with a single, four-steel box girder bridge. This solution expedited the construction schedule and provided a savings of $2.94M to Lee County, with the elimination of a large falsework support system, reduced construction time, reduced foundation design requirements and simplified construction methods. Role: Technical Director/Cost $32.2M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PALMETTO SECTION 5 SR 826/836 INTERCHANGE D-B-F (MIAMI, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This $558M design-build-finance project consists of high-level precast segmental bridge ramps (Bridges No. 9, 11, 15, 19) that traverse the core of the interchange. Jerry was responsible for directing the design of four high-level precast segmental bridge ramps that constructed in balanced cantilever using an erection gentry. This includes final design, specifications, and construction engineering. Role: Technical Director/Cost $558M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Miami Intermodal Center -Bridge 10A (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The value engineering redesign incorporates a 5-span, dual-steel box girder superstructure with a variable width and high degree of curvature. By converting the superstructure to steel and using only one superstructure type, the redesign eliminates the need for falsework. Jerry was the Design Engineer who performed calculations for this curved steel box girder bridge alternative design (approx. 140-ft span) with a rolled section sub-girder system. Role: Technical Director/Cost $8M E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |55 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE PATRICK NOBLE, PE, SE Lead Bridge Engineer a. TOTAL b. WITH CURRENT FIRM 7 4 15. FIRM NAME AND LOCATION (City and State) FINLEY Engineering Group, Inc. (Tallahassee, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Civil Structural Engineering. Texas A&M University. 2010 MS Structural Engineering. Texas A&M University. 2012. NCEES Certification, Registered Professional Engineer Florida PE No. 80714, Illinois SE No. 081008380 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Affiliations: American Bridge Segmental Institute (ASBI) and National Steel Bridge Alliance (NSBA). 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-4 Ultimate Maitland Pedestrian Bridge over I-4 (Orlando, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This signature pedestrian suspension arch bridge over I-4 will serve as the gateway into Orlando and consists of a 600-ft-long curved walkway with a 600 ft radius with a steel wide flange beam and a cast-in-place concrete deck superstructure suspended from a 708-ft-long trapezoidal steel box arch with 40 steel cables. As FINLEY’s Project Manager and reviewer for the FDOT on this project, Patrick was responsible for verifying the design of the steel arch, as well as the construction engineering submittals for erection over I-4, for compliance with FDOT and AASHTO requirements. Role: Project Manager/Cost: $11M b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR25 Okeechobee Rd/SR826 Palmetto Expressway Interchange Im- provement Project (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 2025 (Projected) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This estimated $150M interchange improvement project for FDOT District 6 consists of constructing three new fly-over ramps, Ramp A, Ramp B, and Ramp C, at the existing SR25 and SR826 interchange. Each fly-over ramp is comprised of continuous steel box girders for a total bridge length of 7,241ft. As a Bridge Engineer and Project Manager, Patrick is responsible for design of the steel box girders, and oversees the design of the substructure and drawing production. Project Manager/Cost: $150M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 91 Florida Turnpike/SR417 Interchange Ramp A2 and Ramp C2 (Or- lando, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 2020 (Projected) (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This project includes the reconstruction of two ramps located at the SR 91 / SR 417 interchange. Both Ramp A2 and C2 twin steel box girder bridges with cast in place concrete deck superstructures with overall lengths of 1,882 ft and 1,452 ft respectively. As a Project Manager and Design Engineer for the project, Patrick was responsible for the design of the steel box girders, girder cross frames and lateral bracing, internal and external diaphragms, and temporary intermediate steel diaphragms, as well as QA/QC of the bridge substructure and drawings. Role: Project Manager/Cost: $177M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-20/59 McFarland Blvd Bridge Replacement (Tuscaloosa, AL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This $80M bridge project consists of 250-ft-long steel box girders with steel plate girder floor beams and a cast in place concrete deck that is supported by hangers suspended from two steel arches. As a Bridge Engineer on the project, Patrick was responsible for the QA/QC of the construction analysis of the steel box girders and arches including verification of the arch buckling capacity. Patrick was also responsible for the design of the temporary interior bent supporting the steel box girders during construction and supporting phased traffic, and the arch erection engineering. Role: Project Manager/Cost: $80M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-4 Ultimate Area 2: Bridge 251 and 266 Erection Engineering (Orlando, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Part of a $2.3B Infrastructure Project, This bridge project consists of 250-ft-long steel box girders with steel plate girder floor beams and a cast in place concrete deck that is supported by hangers suspended from two steel arches. As a Bridge Engineer on the project, Patrick was responsible for the QA/QC of the construction analysis of the steel box girders and arches, as well as the design engineer responsible for modifications made to aid in erection. Patrick was also responsible for the design of the temporary interior bent supporting the steel box girders during construction and supporting phased traffic, and the arch erection engineering. Role: Project Manager/Cost: $83M E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |56 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE MAXIM D. NASAB, AIA, NCARB Bridge Architect a. TOTAL b. WITH CURRENT FIRM 8 3 15. FIRM NAME AND LOCATION (City and State) FINLEY Engineering Group, Inc. (Tallahassee, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BFA Architecture. Savannah College of Art and Design. 2007. M.ARCH of Architecture. Savannah College of Art and Design. 2011 Florida State Board of Architecture and Interior Design, License AR97311 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Over a dozen of publications and Lectures on bridge Aesthetics / Adjunct Professor at Florida State University - Interior Architecture & Design 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PENSACOLA BAY BRIDGE DESIGN-BUILD (PENSACOLA, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Maxim served as the Bridge architect who led the team in producing the aesthetics guideline for the bridge. The new 3.71 mile Pensacola Bay Bridges replace the structurally deficient bridge with two bridges having a total of six travel lanes. Role: Bridge Architect/Cost: $1.39M b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED WATERSOUND FOOTBRIDGE OVER US 98 (WATERSOUND, FLORIDA) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm The WaterSound Footbridge will be a 262’ pedestrian bridge spanning US 98 in WaterSound, Florida connecting the new development to WaterSound Parkway and ultimately the beach on the Gulf Coast. The bridge will be 16’ wide and allow for both cyclists and pedestrians to use the bridge. To increase safety, pedestrians an cyclists will each have dedicated lanes separated by a raised barrier. Due to the height of the bridge, a ramp system is included to allow for pedestrian, cyclists, and ADA access. Maxim provided conceptual design and visualizations for the bridge. Bridge Architect/Fee: $21K c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED WEKIVA PARKWAY SECTION DESIGN-BUILD (LAKE & SEMINOLE COUNTIES, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 Present (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This design-build project includes three, new cast-in-place segmental bridges (260’, 360’, 260’) built in balanced cantilever. This highly aesthetic bridge is designed to blend into the natural surroundings. To minimize impacts to the river and surrounding area, this bridge is being constructed using a top-down construction method. Because the Wekiva River is designated as an Outstanding Florida Water and a National Wild and Scenic River, the design-build team must adhere to strict environmental requirements to protect the environment and wild life in this preserve. This includes limiting impacts to the river, trees and approach sections and construction of wildlife bridges totaling 23,000 ft in length and maintaining recreational value of river during construction. Maxim provided visualization for the various piers and created renderings and photosimulations of the bridge. Bridge Architect/Cost $235M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED KOSCIUSZKO BRIDGE DESIGN-BUILD (NEW YORK, NY) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2014 2018 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Maxim was one of the bridge architects on the project. Responsibilities included design of the Main Towers, Piers, abutments, and the various aesthetic lighting on the project. He also produced all renderings for the project. The Kosciuszko Bridge is comprised of twin asymmetrical cable stayed structures with opposing tower orientation. The new bridge will carry the Brooklyn-Queens Expressway over Newtown Creek between Brooklyn and Queens in New York City. This project replaces the eastbound Kosciuszko Bridge. Role: Bridge Architect/Cost: $555M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-10 BRIDGE OVER MOBILE RIVER (MOBILE, AL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2014 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Lead design bridge architect who lead the proposal design of the new bridge and helped the team win the project. This new bridge will replace the aging and obsolete I-10 tunnel. Once completed, it will be one of the largest cable stayed bridge in the United States. Role: Bridge Architect/Cost: $5B E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |57 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE ENRIQUE I. ESPINO, PE Cost Estimating and Schedule a. TOTAL b. WITH CURRENT FIRM 52 2 15. FIRM NAME AND LOCATION (City and State) FINLEY Engineering Group, Inc. (Tallahassee, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. in Civil Engineering. Louisiana State University. 1965. M.S. in Civil Engineering. University of Illinois. 1966. Professional Engineer - Florida 15382, Louisiana Registered Land Surveyor - Louisiana G.C. License - Florida, North Carolina, Alabama, South Carolina, West Virginia 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Affiliations: Florida Transportation Builders Association, Engineering Contractors Association of South Florida, Latin Builders Association, American Segmental Bridge Institute, and Architectural Precast Association. Awards: Florida Transportation Builder’s Association 2018 Hall of Fame Inductee. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED C&D Canal Bridge (St. Georges, Delaware) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 1995 1995 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Enrique served as the Cost Control and Schedule Manager for this cable-stayed segmental concrete bridge over navigable waterway having a clear main span of 750 ft., two (2) 375 ft. side spans and 26 ea. 150 ft. approach spans, erected using the span-by-span system using an overhead launching truss. The cable stayed portion of the project consisted of two centerline pylons and 36 stays that ran from the back span segments over the upper section of the centerline pylon and ended at the front span segments, all through a delta frame between the two carriageways. Stays varied in size from 11 strands to as much as 29 strands and they were pressure grouted inside steel pipes. Role: Cost Estimating and Schedule/Cost: $59M b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Sidney Lanier Bridge (Brunswick, GA) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2001 2001 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Enrique served as the Cost Estimator for 1,606 miles of bridge construction consisting of a main span of 1,250 ft., 500 ft. high pylons, 176 stays, the south and north approaches and two rock islands. A highlevel bridge (185 ft. over water) carrying four lanes of traffic over a very busy navigable waterway. Role: Cost Estimating and Schedule/Cost: $64M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Palmetto Expwy Section 5 SR826/SR836 Extension Design Build (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Improvements and reconstruction of the SR826/Flagler Street and SR836/NW 72nd Avenue Interchanges. The project included 38 concrete beam bridges and 4 segmental bridges built in balanced cantilever. Role: Cost Control and Schedule Manager. Role: Bridge Architect/Cost: $558M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Acosta Bridge (Jacksonville, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 1994 1994 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Cast in place concrete segmental bridge. Total length of the bridge 1650 ft. with an important center span of 630 ft. over the St. Johns River in Jacksonville Florida. The contract for the twin bridges also included the demolition of the old Acosta Bridge. Role: Cost Control and Schedule Manager/Cost: $148M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED MDX Kendal Ramp at SR874 (Shula) (Miami, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2009 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Cost Estimator for project involving the construction of a major bridge from Kendall Drive (SW 88th Street) over the existing SR 878 and tie back into the Northbound SR 874. Due to the confined project area, one of the challenges was to build this project in a predominately residential area between two highways. Role: Cost Control and Schedule Manager/Cost: $68M E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |58 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE JEFF EASLEY, PE Roadway Engineer a. TOTAL b. WITH CURRENT FIRM 33 4 15. FIRM NAME AND LOCATION (City and State) Hanson Professional Services Inc. (Miami, FL) 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS Civil Engineering. University of Arkansas MBA. University of Miami - BBA. University of Central Arkansas Professional Engineer: FL (45199) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Member: Florida Engineering Society; National Complete Streets Coalition; American Society of Civil Engineers 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED US 27/SR 25/Okeechobee Rd and SR 826/Palmetto Expressway PD&E Study & Final Design Miami-Dade County, Florida (FDOT D6) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Ongoing (Design)N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This PD&E Study developed and evaluated traffic operations and safety improvements along SR 25/Okeechobee Road and South River Drive between NW 95th Street and West 18th Avenue and the interchange with SR 826/Palmetto Expressway. Final design services include the preparation of construction plans for three direct connect flyover ramps from Okeechobee Road to the Palmetto Expressway. Hanson also provided signing and pavement marking plans, signalization and lighting, stormwater drainage, intelligent transportation system improvements, and maintenance of traffic. Role: Project Manager/Cost: $1.5M PD&E Study $5M Final Design b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-95/45th Street Interchange PD&E Study Palm Beach County, Florida (FDOT D4) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project to study short- term (2020) and long-term needs through 2040 of I-95 and develop concepts to address traffic spillback onto I-95, improve interchange operations, reduce congestion, and increase safety at the 45th Street Interchange. Project alternatives included directional ramps, collector-distributor (C- D) roadway, terminal intersection improvements, and grade separation of 45th Street over Congress Avenue, as well as the implementation of a Diverging Diamond Interchange (DDI). The project included a comprehensive public involvement program that involved extensive coordination with local municipalities. Role: Project Manager/Cost $1.26M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED PD&E Services for SR 9/I-95 from South of Woolbright Rd to North of Woolbright Rd Palm Beach County, Florida (FDOT D4) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Ongoing N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Planning study to address traffic spillback onto I-95, reduce congestion on I-95 and Woolbright Road, improve interchange operations, and improve safety at the interchange through the 2045 design year horizon. The project must also consider Strategic Intermodal System (SIS) connector improvements needed within the project area. The primary need for this project is to increase capacity at the interchange of I-95 and Woolbright Road. Role: Project Manager/Cost $1.2M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 826/Palmetto Expressway PD&E Study Miami-Dade County, Florida (FDOT D6) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Study to develop traffic capacity, operational, and safety improvements for the Palmetto Expressway, which includes ramp metering, express lanes, and major interchange modifications from I-75 to the Golden Glades Interchange. Interchange alternatives included tight diamond, single point urban interchange, diverging diamond interchange (DDI), directional flyovers, as well as roundabouts at terminal intersection. The project included an extensive public involvement program with a project advisory committee and presentations to numerous stakeholder groups. Role: Project Manager/Cost $850M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-595 PD&E STUDY Broward County, Florida (FDOT D4) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2006 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Study to develop traffic capacity, operational, and safety improvements for I-595, which included lane additions, major interchange modifications, reversible lanes, and passenger transit. Project included the re-evaluation necessary for the implementation of tolled reversible lanes and the Public Private Partnership (P3) delivery method used for the project implementation. Role: Deputy Project Manager/Cost $1.2B E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |59 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE DONALD WILKIN, RA, CPTED Project Architect a. TOTAL b. WITH CURRENT FIRM 35 9 15. FIRM NAME AND LOCATION (City and State) ACAI Associates, Inc., Fort Lauderdale, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.A. Architecture, University of Tennessee, 1983 B.S. Resource Development, University of Rhode Island, 1975 Registered Architect Florida #0011619 and North Carolina 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Certifications: NCARB Certified and CPTED Certified; Professional Liability Education Program Certificate 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Hard Rock Stadium Pedestrian Bridges and Tunnels (Miami Gardens, Florida) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Planned construction of two new pedestrian bridges over Dan Marino Blvd. (NW 199st) and Turnpike Access Road, leading from parking lots to the Stadium. Construction of two pedestrian tunnels under the Stadium ring road at Gate D and Gate F. The design incorporated structural features similar to those used at the existing Stadium. The bridge enclosure was “light” and “airy” to allow high visibility. The tunnels included a “floating” arched ceiling parallel to the precast tunnel structure ceiling. ACAI completed the design, but the client decided to longer pursue the D/B. Role: Project Manager/Cost: $1.5M PD&E Study $5M Final Design b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED US 1 Pedestrian Bridge (Miami-Dade County, Florida) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm ACAI provided architectural services for renovations to an existing pedestrian bridge over US 1 at Douglas Road. The scope of work included modifications due to widening the existing roadway. Role: Project Manager/Cost $1.26M c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Hallandale Beach Bridge Beautification (Hallandale Beach, Florida) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2012 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm ACAI provided the City of Hallandale Beach with Design services related to the development of various color schemes to enhance the existing bridge structure located at East Hallandale Beach Boulevard and A1A/South Ocean Drive. The conceptual studies and visualizations also included the development of several illumination schemes in order to create scenarios of how the overpass structure would appear with dramatic architectural lighting. Role: Project Manager/Cost $1.2M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Miami River Bridge Renderings (Miami, Florida)PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm This assignment was very interesting and involved providing SFRTA with multiple views of a bridge replacement project for CSX over the Miami River in Miami and a new station design for its Hialeah RTA station. Coincidentally, it was ACAI in 1996 that provided Title II Document of this station, thereby helping to pave the way for its restoration. The project con- templates the restoration of the historic bridge and the addition of a new counterpart alongside, in order to keep the rail line active and operational. ACAI was charged with developing alternative design options for the bridge and a new station platform and providing Virtual Design and Construction 3D images and animation so the designs could be visualized by the client and the public as part of the charrette process. Role: Project Manager/Cost $850M e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED I-595 PD&E STUDY Broward County, Florida (FDOT D4) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2006 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Study to develop traffic capacity, operational, and safety improvements for I-595, which included lane additions, major interchange modifications, reversible lanes, and passenger transit. Project included the re-evaluation necessary for the implementation of tolled reversible lanes and the Public Private Partnership (P3) delivery method used for the project implementation. Role: Deputy Project Manager/Cost $1.2B E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |60 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE TAMMY COOK-WEEDON, ASLA, PLA, LEED AP BD+C Landscape Architect a. TOTAL b. WITH CURRENT FIRM 32 22 15. FIRM NAME AND LOCATION (City and State) Calvin, Giordano & Associates, Inc. - Fort Lauderdale, FL 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) B.S. Landscape Architecture, Texas A&M University College Staion, 1987 REGISTERED PROFESSIONAL LANDSCAPE ARCHITECT, FLORIDA NO. 0001328 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Member: Ms. Cook-Weedon leads the Landscape Architectural staff, has over 30 years of landscape architectural experience with demonstrated strengths in creative design, graphic presentations, and planting design. She has successfully completed numerous large-scale projects, which encompassed design studies, planting designs, natural area development and the various inter-related professions and tasks necessary to manage the projects through to completion. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Mills Pond Park: Soccer/Lacrosse Fields,Fort Lauderdale, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2014 Ongoing (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Developed a plan to build 3 new synthetic turf soccer and lacrosse fields at Mills Pond Park, including coordinating surveying, civil engineering, electrical engineering, site planning, landscape architecture, and all of the sub-consultants on the project. The design of the new fields will include drainage, lighting, and irrigation as well as associated parking, walkways, and landscape improvements. Construction cost is estimated at $3.3 million, with completion scheduled for December, 2016. CGA’s fees: $379,000.fic. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Soccer Field Conversion at Weston Regional Park Weston, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Ms. Cook-Weedon managed staff of the landscape architecture department to convert four of the City’s existing grass soccer fields to synthetic turf fields. These conversions will be the first of two park field conversions in the City. The selected synthetic turf options uses an organic infill material rather than the standard black rubber material. Early test results indicated players raving about the playing surface. Services included civil engineering as well. Cost: $350,000.00 c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Vista Park, Weston, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2008 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm CGA developed the master plan for Vista Park. With four soccer fields and four baseball fields, this park is well utilized by Weston residents as well as the high school. Special detailing of the edges of the fields were designed to address the clay and sod areas by creating header curbs to separate those areas. The design, construction documents and construction administration was provided by CGA. Cost: $5.5 Million. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Delray Beach Fire Rescue Headquarters Plaza Delray Beach, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Senior Landscape Architect. Designing and permitting improvements to pedestrian at the SE corner of the Fire Rescues Headquarters Building for the City of Delray Beach and the CRA. Project includes on the creation of a pedestrian plaza which will feature public art. Ms. Cook-Weedon provided assistant during the project construction. She addressed shop drawing reviews, RFI’s and provided frequent site visits to address issues with the contractor . Cost: $800,000.00r groups. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Deering Estate at Old Cutler Palmetto Bay, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2003 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Historical restoration and landscape design to repair the damaged areas of the estate following Hurricane Andrews devastation of the property, including detailed archeological planting design, habitat restoration and planting design for a new visitors’ facility. Cost: $2.8 million E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |61 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE MANUEL G. VERA, JR., PSM Surveyor a. TOTAL b. WITH CURRENT FIRM 36 36 15. FIRM NAME AND LOCATION (City and State) Manuel G. Vera & Associates, Inc. - Miami, FL 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS, Legal Studies, Nova Southeastern University, 1994 AS, Land Surveying, Miami Dade College, 1988 Professional Surveyor & Mapper, Florida, PSM#5291 (1994 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. Vera Jr. is a registered Land Surveyor with over 36 years of experience with the company and throughout the state of Florida, and has managed a variety of survey contracts and projects for the Florida Department of Transportation, Miami-Dade County, Miami-Dade Expressway Authority, City of Miami, and numerous Engineering and Design firms. Mr. Vera is a Senior Surveyor and Mapper as well as our Senior Project Manager. Professional Affiliation: FL Surveying & Mapping Society. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED NE 174th Street Pedestrian Bridge FDOT District 6 (Miami-Dade County, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2017 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Chief Surveyor | MGV was responsible for providing a Design Survey consisting of the following deliverables: the establishment of horizontal (NAD 83/90) control as needed, and the creation of Topographic at the intersection of US-1 and 174th Street. All trees were located and identified with common names. Survey Cost: $3,000.00 b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Pedestrian Bridge over Adams Cut FDOT District 6 (Key Largo, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager | MGV was to prepare a complete Design survey which included the establishment of horizontal (NAD 83/90) and vertical control (NAVD 88) networks, survey baseline and right of way, and the creation of Topographic surveys and Digital Terrain Model (DTM/3D). Survey Cost: $4,974 c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Districtwide Right of Way Mapping & Survey (C-9M05) FDOT District 6 (Miami-Dade and Monroe County, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) On-going N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Project Manager | Task driven contract performing miscellaneous survey tasks in Miami-Dade and Monroe Counties, and all municipalities within the district. Recent tasks for Right of Way Mapping and Surveying services have included the preparation of Right of Way Control Surveys, Right of Way Control Maps, Right of Way Surveys, Right of Way Maps, Boundary Surveys, Geographic Information System (GIS) and miscellaneous surveying and mapping. Contract Amount: $1.5 M d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Districtwide Continuing Services for Survey, Mapping, and SUE (C-9T24) FDOT District 4 (Districtwide: Broward, Martin, Indian River, Palm Beach & St. Lucie County FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) On-going N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Assistant Project Manager | Task driven contract. Surveying and mapping services for this contract include: Mobile Lidar, Field Surveys, Maintenance of Traffic (MOT), Historical Baseline and Existing ROW Determination, Global Positioning System (GPS) Surveys, Monumentation Surveys, Bathymetric surveys (which includes single beam, multi beam and side scanner sonar capa-bilities), Utility Designation and Excavation (including Underwater Utilities), and more. $5Million. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Districtwide Right of Way Monumentation Consultant Contract (C-A146) FDOT District 6 (Miami-Dade and Monroe County, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) On-going N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Principal in Charge | Task driven contract performing Right of Way Monumentation and Right of Way Monumentation Mapping services in Miami-Dade and Monroe Counties, and all municipalities within the district. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |62 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE HERNANDO R. RAMOS, PE Geotechnical Engineer a. TOTAL b. WITH CURRENT FIRM 34 21 15. FIRM NAME AND LOCATION (City and State) HR Engineering Services, Inc. 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) BS Civil Engineering- U. of Cartagena- Colombia MS Civil Engineering- FIU, Miami MS Civil Engineering- Georgia Tech- Atlanta Professional Engineering- Florida 42045 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Expertise includes design, planning, execution of new geotechnical projects and the remedial procedures to correct foundation problems of existing structures, extensive involvement with axial and lateral pile analyses, slope stability evaluation on retaining walls and embankment projects using geosynthetic reinforcement. Other specialties include design of numerous retaining walls types such as mechanically stabilized earth, reinforced concrete, sheet pile cantilever and anchored walls. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 826/SR 836 Palmetto Expwy/ Dolphin Expwy Interchange Com- plex/ FDOT, D6 Design Build PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2008 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Reconstruction of entire Interchange, including 46 new bridges (4 of them are segmental bridges), embankments, MSE Walls and Miscellaneous structures. Provided all the final exploration and geotechnical design of the project. Performed dynamic pile load testing (PDA) and verification testing for the project, providing pile lengths and driving criteria. In addition, performing CSL testing on miscellaneous shafts and PIT on driven piles. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 826/I-75 Express Lanes, from South of SR 836 to NW 170th Street, D6 Design Build PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 N/A (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Providing all the final field exploration and geotechnical design of the project. The construction of the express lanes includes the widening of all existing bridges, from north of NW 25th Street to NW 138th Street, construction of the new bridge connecting the express lanes from SR 826 to I-75 and two new 2 span bridges over SR 924 Ramps. The project also includes the design and construction of a new anchored bulkhead along Peter’s Pike Canal, from north of NW 103rd Street to I-75 South Ramp to SR 826 to help accommodate the widening of SR 826 and Miscellaneous sign and gantry toll structures. c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 5/ US-1 Interchange at NE 203rd Street – FPID No. 433511-1-22-01 - Miami-Dade County, Florida. PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Providing all the final field exploration and geotechnical design of the project. The project consisted of roadway improvements, construction of lanes widening, drainage improvements, milling and resurfacing, the widening of existing bridge structures, construction of new bridge structures, including a new pedestrian bridge over FEC Rail road, retaining walls and connector ramps for the SR 5/US 1 Interchange at NE 203rd Street in Miami-Dade County, Florida. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED SR 826/ Palmetto Expressway, Segment 6 – From East of NW 32nd Avenue to west of NW 17th Avenue– FPID No. 435760-6-52-01 - Mi- ami-Dade County, Florida. PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Provided all the final field exploration and geotechnical services for the project. The project consisted of the improvement of SR 826 Palmetto Expressway, from east of NW 32nd Avenue to west of NW 17th Avenue in Miami-Dade County, Florida. The work consists of roadway improvements including roadway reconstruction, drainage improvements, milling and resurfacing, replacement of existing bridge structures over NW 27th and NW 32nd Avenue, the construction of a new pedestrian bridge over SR 826, and new retaining walls. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |63 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE CATHY G. TIEDGE, PE, LEED AP BD+C Structural Engineer a. TOTAL b. WITH CURRENT FIRM 30 4 15. FIRM NAME AND LOCATION (City and State) TLC Engineering Solutions, Inc. – Cocoa, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) University of Central Florida B.S., Civil Engineering with Structural Emphasis, 1989 Structural Engineer: FL #47763 (PE Other States: AR, CO, DE, GA, IA, IN, MD, MS, NC, NV, PA, SC, TN, TX, VA, WI) 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Cathy has 30 years of experience providing structural design for expansion, renovation, and adaptive reuse projects. Her project experience covers healthcare, justice, entertainment, and commercial projects across the country. She is technically proficient in all aspects of structural design. Cathy works closely with architects to develop structural solutions that fulfill the design vision. Throughout the design life of a project, Cathy maintains involvement by monitoring progress and assisting in maintaining the highest level of quality service. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Brevard County Pedestrian Bridge Demolition – Lift Station 21 Piping Replacement, Melbourne, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer. Structural design for replacing the existing gravity sewer piping involved in the demolition plan for the existing pedestrian bridge, and structural design for foundations and new retaining wall that crosses the existing box culvert. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Arthrex Administration Facility, Parking Garage & Pedestrian Bridge, Naples, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2020 2020 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer. New administrative building is a six-story steel structure integrated around a six-level, 1500-space precast parking garage. The corporate office complex features a multi-story atrium, cafe, roof gardens, and pedestrian bridge. $52.5 million / 300,000 sf c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Hypoluxo Road Retaining Wall Evaluation, Boca Raton, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 2019 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer. Visual inspection and condition evaluation of existing CMU retaining wall, which retains a 7 foot grade difference, at the intersection of Hypoluxo Road and High Ridge Road. Report included recommendations for repair, replacement, and/or maintenance of the existing structural elements. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Cruise Terminal 5 Walkway Connector Bridge Port Canaveral, FL PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 2016 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer. Enclosing and expanding the existing pedestrian bridge was part of the $22 renovations to the cruise terminal and bridge. Also designed foundation systems to accommodate revised lighting requirements, existing utilities, and surveyed site conditions for new elevated walkway connector between CT5 parking garage and CT5 entrance. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Victory Point Park, Clermont, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Structural Engineer. Overlook structure, overlook tower, retaining walls and weir structures, vehicle bridge, civil / transportation / drainage features, 4000 sf pavilion with office, restroom, open air pavilion and stage. 2019, AIA Florida, Best Small Project. 2019, ASLA Florida, Award of Honor. $9.5 million. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |64 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E. RESUMES OF KEY PERSONNEL PROPOSED FOR THE CONTRACT (Complete one Section E for each key person.) 12. NAME 13. ROLE IN THIS PROJECT 14. YEARS EXPERIENCE VINCENT MCNISH, PE, LEED AP, CXA MEP Engineer a. TOTAL b. WITH CURRENT FIRM 27 19 15. FIRM NAME AND LOCATION (City and State) TLC Engineering Solutions, Inc. – Miami, Florida 16. EDUCATION (DEGREE AND SPECIALIZATION)17. CURRENT PROFESSIONAL REGISTRATION (STATE AND DISCIPLINE) Bachelor of Science in Mechanical Engineering Master of Science in Mechanical Engineering Florida, Mechanical PE #53287 18. OTHER PROFESSIONAL QUALIFICATIONS (Publications, Organizations, Training, Awards, etc.) Mr. McNish has over twenty-six years of experience in all phases of mechanical engineering analysis and design for HVAC systems for all building types including educational, commercial and industrial facilities. Plumbing experience involves commercial and residential building configurations, systems design and code compliance studies. Fire Protection designs include wet, dry and pre-action systems experience. 19. RELEVANT PROJECTS a. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Sunny Isles Beach Pelican Community Center Sunny Isles, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2008 2008 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm New two-story, 13,000 square foot community center building and a basketball/gymnasium building of approximately 9,900 square feet. The community center building is to include some offices, several multi-purpose spaces, a warming kitchen and a pantry for the use of caterers. The Gymnasium is to include a full-size basketball court and a snack bar area. $7.4 million / 23,000 sf Project Role: Senior Mechanical Engineer. b. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Miramar Police Headquarters, Miramar, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2017 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Design criteria for a new headquarters integrated into an existing parking garage structure. The new three-story structure will provide retail space at the ground floor and police department on the second and third floors. Provided security design for OnSSI Occularis CCTV. 80,000 sf Certified LEED NC 2009 Gold. Project Role: Senior Mechanical Engineer c. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED Royal Caribbean Cruise Lines Ltd. Innovation Lab, Miami, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2017 2017 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Building expansion at Royal Caribbean’s headquarters, including open space to build full-size mock-ups of proposed designs and ignition hubs to provide flexible space for large charrettes or multiday work sessions. A three-story virtual reality “cave” provides a visual representation of new features for future cruise ships. A pedestrian bridge on the second floor connects the lab to RCL’s PortMiami headquarters building, which also underwent a 30,000 square foot renovation as part of this project. Design-build and Lean principles contributed to completing the project in just 10 months.. $20 million / 20,000 sf. Project Role: Senior Mechanical Engineer. d. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Miami Springs Aquatic Facility, Miami Springs, Florida PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2015 2015 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm New single-story aquatic support facility with 3,000 sf of pool equipment and locker room, a 400 sf concession space, 1,200 sf of administrative offices and a 4,000 sf multi-purpose room along with open air cabanas, pool and site lighting. $5 million / 8,600 sf. Project Role: Senior Mechanical Engineer. e. (1) TITLE AND LOCATION (City and State)(2) YEAR COMPLETED City of Miami Beach Parking Lots, Miami Beach, FloridA PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 2013 (3) BRIEF DESCRIPTION (Brief scope, size, cost, etc.) AND SPECIFIC ROLE Check if project performed with current firm Electrical Lighting design for three parking lots (12X, 17X and 4D) along with the necessary foot candle calculations, photometrics and circuiting. The project also includes an irrigation system design to complement the landscaping design/$200,000/2015/TLC Prime. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |65 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 1 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED LOUISVILLE WATERFRONT PARK PHASE III, BIG FOUR PEDESTRIAN RAMP (LOUISVILLE, KY) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2010 2010 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Louisville Waterfront Development Corporation Mr. David Karem, Executive Director (502) 584-3768 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) The $22M Big Four Pedestrian Ramp is a 693 foot long twin steel box girder pedestrian bridge and circular landing platform. It serves as an access ramp to the existing Big Four railroad bridge and a pedestrian crossing connecting Louisville to Southern Indiana. FINLEY, EOR of the Value Engineering Redesign, was able to reduce the costs relating to materials, fabrication and construction for the Client by approximately $1 million. The redesigned ramp structure incorporated a constant girder cross section, reduced deck thickness, and added new integral pier connections, all of which helped to reduce fabrication and erection costs. Erection and fabrication of the girders was simplified, and extreme thermal effects were mitigated by converting the ramp from a single continuous structure into three two-span continuous units. In addition, a difficult weathering steel cladding solution for the pier columns was replaced with a weathering steel casing to be used as stay in place formwork. An innovative ring-shaped steel box girder was engineered for the landing platform which eliminated a much more complex framing system. This redesigned girder offers an efficient system for supporting the circular-shaped platform while providing a consistent exterior surface to serve the aesthetic needs of the Owner. Relevance: This pedestrian bridge project proves the ability of FINLEY to develop innovative and beautiful design solutions accelerating schedule, improving safety and reducing cost. This project also demonstrates FINLEY’s experience and familiarity with the steel boxes structural type. Cost: $22M 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE “FINLEY has a unique talent for looking at a project as a whole, determining the strengths of the contractor as well as the best materials for the project; to this information, they apply innovative design techniques to provide Design Services. We appreciate the team effort by all those involved at FINLEY.” - Clinton Deckard, President Construction Solutions, LLC. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |66 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL The $7.2M new Capital Cascades Crossing Pedestrian Bridge spans over Tallahassee Florida’s bustling South Monroe Street connecting Cascades Park with the Capital Cascades Trail. This project includes a post-tensioned concrete bridge deck supported by steel pipe pier posts in addition to the multi-use trail that connects to Capital Cascades Park. The 150’ Pedestrian bridge spans over SR 61 and is painted white with a blue stain accenting the underside of the bridge. As the first solar powered pedestrian bridge in the world, the structure provides a safeguard for pedestrians commuting to and from Cascades Park, a park coveted by many as one of the crown jewels of the Tallahassee community. The bridge’s design focuses on aesthetics and presented many challenges for construction. FINLEY developed a unique temporary support system for the superstructure precast girder sections that allowed the four slanted steel pipe columns to remain in position while the deck was supported and post-tensioned. This unique system then allowed for the transfer of the deck to the four slanted columns acting as the permanent interior piers. For this project, FINLEY provided Construction Engineering services including, Erection Manual, Falsework Design and Geometry Control. Relevance: This pedestrian bridge project proves the importance of incorporating the Means and Methods during the design phase to minimize the modifications during construction. Design the bridge for how it will be constructed. Cost: $7.2M 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 2 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED CAPITAL CASCADES CROSSING PEDESTRIAN BRIDGE (TALLAHASSEE, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2016 2016 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER City of Tallahassee, C/O Blueprint 2000 Intergovernmental Agency Autumn Calder, Director (850) 219-1060 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Construction Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE “We selected FINLEY for their ability to supplying the all-important link between engineering and construction on bridge projects. FINLEY understands both processes and do not see a separation between design and construction.” - Joseph M. Beaird, P.E, Vice President, GLF Construction Corporation. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |67 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL The Estero Parkway Flyover is 561 ft. long with spans of 340 ft. and 221 ft., and approximately 116 ft. wide. It extends Estero Parkway over I-75, connecting to Ben Hill Griffin Parkway at a total bid cost of $35.1M. In a Value Engineering redesign, FINLEY replaced the original twin cast-in-place concrete box girder design with a single, four-steel box girder design. This solution provided a savings of $2.94M to Lee County with the elimination of a large falsework support system, reduced construction time, reduced foundation design requirements, and simplified construction methods. The redesign called for a staged, temporary tower support scheme to optimize the efficiency of the steel section, which allowed the steel bridge solution to be competitive against the initial cast-in-place design. The $2.94 million refund to the county is significant because the county is responsible for funding the flyover, and the money will help it meet its budgetary commitments. Relevance: This project demonstrates FINLEY`s experience and familiarity with the steel boxes structural type erected over traffic and FINLEY`s ability to implement innovative design solutions to expedite construction while also meeting the owner`s budget. Cost: $32.2M Awards · 2010 Florida Engineering Society Big Bend Chapter Outstanding Technical Achievement · 2012 National Steel Bridge Alliance Merit Award for Long Span Bridges 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 3 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED ESTERO PARKWAY FLYOVER VALUE ENGINEERING REDESIGN (LEE COUNTY, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2009 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Lee County, Florida Randy Cerchie, Manager Public Works, Lee County (239) 533-8580 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering “As the Contractor’s Engineer, FINLEY developed a value engineering change proposal (VECP) that provided for a better project and allowed Lee County to receive a $2.94M refund from the original bid price of $35.1M. FINLEY’s technical acumen took into account the contractor’s strengths; the best materials for the challenges of the project, design innovations, risk mitigation and less intrusive construction process. This project’s success is due in large part to FINLEY’s cooperative and coordinated effort…as a company, they have an innate ability to deliver what they promise on time.” - Randy Cerchie, Manager Public Works Operations, Lee County. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |68 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL Located next to Miami International Airport, the Miami Intermodal Center is a massive ground transportation center. Bridge 10-A is a key piece of this $1.4B project because it provides access to the 3.4-million sq. ft. Rental Car Center at the airport. FINLEY performed a VECP to the original $8M contract; a dual-steel box girder superstructure was proposed for the access ramp to the rental car facility. The value engineering redesign incorporates a 5-span, dual-steel box girder superstructure with a variable width and high degree of curvature. By converting the superstructure to steel and using only one superstructure type, the redesign eliminated the need for falsework. This greatly simplified construction and minimized the impact on ongoing operations and construction projects at the rental facility. The redesign increased the precast piles from 18 inches to 24 inches, but reduced the number of piles from 163 to 60, and eliminated a span from the project. Relevance: This project demonstrates FINLEY`s expertise and familiarity with steel boxes structural type and the ability in developing innovative design solutions. The VECP allowed the Contractor to save $750,000 and time, while reducing the impact to the site and improving constructibility, by minimizing the impact of ongoing operations and construction projects at the rental facility. Cost: $7.2M 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 4 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED MIAMI INTERMODAL CENTER BRIDGE 10A VALUE ENGINEERING (MIAMI, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2009 2011 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation District 6 Cabrera Mario, PE, District Construction Engineer (305) 640-7445 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE “We selected FINLEY for their ability to supplying the all-important link between engineering and construction on bridge projects. FINLEY understand both processes and do not see a separation between design and construction.” - Joseph M. Beaird, P.E, Vice President, GLF Construction Corporation. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |69 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL This $558M design-build-finance project involved the construction of an Interchange between SR 826 and SR 836, two limited access facilities, as well as the reconstruction of SR 826 at Flagler Street and SR 836 at NW 72nd Avenue interchanges. Capacity improvements included the reconstruction and widening along both SR 826 and SR 836, and the construction of 46 bridges. FINLEY designed and provided the construction engineering on four high-level segmental bridge ramps (Bridge Nos. 9, 11, 15 and 19) that traverse the core of the interchange. The segmental bridge ramps were precast balanced cantilevers, and were erected with a 460 ft launching gantry. The bridge lengths vary from 1,100 ft to 2,450 ft in length and are 47-ft-wide, with a maximum span length of 266 ft. The curved segmental bridge ramps are the third level of the interchange with radii down to 590 ft and have a maximum superstructure deck height of 95 ft above the proposed ground. The design offered unique challenges integrating underlying roadways, canals and MOT requirements into the layout of these segmental bridge ramps. Relevance: This $558M DBF Project, wherein FINLEY served as Engineer of Record for both the design and construction engineering of one of the most complicated bridge project in the Miami area, confirms FINLEY`s experience and capability to deliver outstanding bridge projects within the FDOT’s standard and specifications. Awards • 2017 ACEC Grand Award • 2016 Roads&Bridges Top 10 Road Award • 2016 NSCEA Excellence in Structural Engineering Award • 2016 ACEC National Recognition Award • 2016 FICE Engineering Excellence Award - Grand Conceptor • 2015 ASBI Bridge Awards of Excellence 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 5 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED PALMETTO SECTION 5 SR 826/836 INTERCHANGE D-B-F (MIAMI, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2013 2015 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation District 6 Cabrera Mario, PE, District Construction Engineer (305) 640-7445 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE HR Engineering Miami, Florida Geotechnical c. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE M.G. Vera & Associates Miami, Florida Survey “FINLEY simplified the segmental bridge design which reduced the total number of bridges from 8 segmental bridges to 4 segmental bridges which eliminated the need for falsework and simplified the traffic-control plan.” -Gus Pego, PE, Former FDOT District 6 Secretary E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |70 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL This $235M design-build project includes three new cast-in-place segmental bridges with span lengths of (260’, 360’, 260’) built in balanced cantilever. This highly aesthetic bridge is designed to blend into the natural surroundings. To minimize impacts to the river and surrounding area, this bridge is being constructed using a top-down construction method. Because the Wekiva River is designated as an Outstanding Florida Water and a National Wild and Scenic River, the design-build team is adhering to strict environmental requirements to protect the environment and wildlife in this preserve. This includes limiting impacts to the river, trees and approach sections and construction of wildlife bridges totaling 23,000 feet in length and maintaining the recreational value of the river during construction. FINLEY is the Engineer of Record (E.O.R.) and the Construction/Specialty Engineer for these three cast-in-place segmental bridges. Additionally, FINLEY’s scope of work includes cofferdam, pier table falsework design, end-span falsework design, and form traveler design review. Relevance: This on-going project, where FINLEY serves as Engineer of Record for both the design and construction engineering of the 3 CIP segmental bridges, confirms FINLEY’s experience and capability to deliver outstanding bridge projects within the FDOT’s standards and specifications. Cost: $235M 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 6 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED WEKIVA PARKWAY SECTION 6 DESIGN-BUILD (LAKE AND SEMINOLE COUNTIES, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 Ongoing 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation District 6 Gary Skofronick, PE, District 5 Structures Design Engineer (386) 943-5424 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering “FINLEY provided design consultation services and assisted in the preparation of a bridge aesthetics report that was part of the design build technical proposal evaluation. Additionally, FINLEY provided drawings of the construction sequencing and additional post-design services. The communication was a great experience and the FINLEY technical director Jerry Pfuntner, PE, SE was very responsive. Although I know FINLEY is involved in several projects around the country, they were always very responsive in meeting the needs of the project and the established deadlines. - Alfredo Rodriguez, PE Project Manager E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |71 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL This project was part of TxDOT’s initiative to expand the I-35 corridor to a minimum of three lanes in each direction for approximately ten miles, with uninterrupted access roads from San Antonio to the I-35 split North of Hillsboro The new bridges are the first use of an “extradosed” design by TxDOT, and to-date it is reported to be only the third location to use an extradosed bridge design in the United States. This unique design serves as a landmark for the region. The new bridges fulfill the City of Waco’s aesthetic requirements, creating a one-way continuous frontage road crossing over the Brazos River including sidewalks and overlooks for pedestrians, creating additional ramps and U-turns at selected crossings, and provides access to the future Baylor University sports complex. FINLEY provided construction engineering services for the two bridges. The bridges are 620 ft. long, with a 250 ft. main span that include steel beams working in conjunction with pylons anchored by shallow-angled cables. The project was completed 4-1/2 months ahead of schedule. Relevance: This is one of the several out of the state FINLEY’s projects that combine unique structural aesthetically pleasing solutions with an innovative construction engineering approach to expedite the construction schedule. Cost $43M Awards · 2016 National Steel Bridge Alliance Prize Bridge Awards Long Span Category · 2015 FICE Engineering Excellence Grand Award - Structures · 2015 ACEC Engineering Excellence Honor Award 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 7 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED I-35 BRAZOS RIVER BRIDGES (WACO, TX) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2014 2014 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Texas Department of Transportation Kirk Krause, PE, TxDOT Area Engineer (254) 772-2890 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida Bridge Design and Construction Engineering “Although I know FINLEY is involved in several projects around the country, whenever I called or needed something, [FINLEY] made me feel as if I was their only client. We have worked with FINLEY in the past and look forward to working with them in the future.” - Tommy Walters, Project Manager, Lane Construction E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |72 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 8 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED US27/SR25/OKEECHOBEE RD AND SR826/PALMETTO EXPRESSWAY INTERCHANGE (MIAMI, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2019 Projected 2025 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER Florida Department of Transportation District 6 Elsa Riverol, PE (305) 470-5105 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE Hanson Professional Services Miami, Florida Prime, Structures EOR Flyover Ramp A b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, Florida EOR Flyover Ramp B & C b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE HR Engineering Services, Inc. Miami, Florida Geotechnical The SR826/Palmetto Expressway and SR25/Okeechobee Road Interchange Improvement Project is currently being performed by core members of the proposed contract team and is located in Miami-Dade County, FL near the cities of Medley and Hialeah Gardens. The interchange serves critical roles in the surrounding area including linking major freeways such as I-75, I-95, and the SR836/Dolphin Expressway, and as a major freight route from Port Miami and Miami International Airport to the Town of Medley warehouse area. This project included three new steel box girder flyover ramps, a total bridge length of 7,241 feet, with spans up to 240 feet, provide direct connection between SR826 and SR25, as well as improvements to Okeechobee Road are designed to alleviate congestion and improve safety at the existing intersection. The expected construction cost of the project is approximately $150M. Key considerations for this project relevant to the proposed bridge include designs in accordance with FDOT standards for bridge construction, proposed steel box girder design and erection utilizing air splices to eliminate the need for temporary towers adjacent to traffic, and utilizing auger cast piles to minimize foundations while providing increased foundation capacity, decreased pile installation times, and minimizing impacts to the public over driven piles by eliminating vibrations during pile installation. Relevance: $5M Design / $150M Constriction project that see FINLEY, Hanson and HR Engineering Services all working together on one of the upcoming most complicated interchange project in the Miami area. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |73 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 9 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED SR 30/US 98/BACK BEACH ROAD/PANAMA CITY BEACH PARKWAY (BAY COUNTY, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) Ongoing (2020 Est.)N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER FDOT District 3 Hayes Griffin, PE (850) 330-1513 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE Hanson Professional Services Inc.Bonifay, FL Prime b. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE This 3R project primarily consists of resurfacing SR 30 (US 98/Back Beach Road/Panama City Beach Parkway) from the Walton County Line to Heather Drive. SR 30 will be resurfaced from the Walton County Line to the visible pavement change on the west side of the intersection with Heather Drive. Existing travel lanes, auxiliary lanes, median crossovers, and paved shoulders will be resurfaced. As part of this project, left-turn lanes in both directions will be constructed at Palm Beach Drive, Dolphin Drive, and Gulf View Drive, and an eastbound only left-turn lane will be constructed on Gainous Road. Drainage analysis and improvements will be provided to repair areas of apparent flooding on the north side of SR 30 between Ashley Drive and Wells Street and the south side of SR 30 at Jamaican Lakes Drive. As part of the SR 30 (US 98/Back Beach Road/Panama City Beach Parkway) 3R project, Hanson performed an evaluation to provide bicycle and pedestrian facilities throughout the project limits. Recommendations were made and approved to provide a multi-use trail on the south side of SR 30A and a sidewalk facility on the north side of SR 30A. Hanson is preparing the design and acquiring the permits for the multi-use trail and sidewalk facilities on SR 30A to be constructed within the 3R project. Cost: $1,535,800 E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |74 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL 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 on Section F for each project.) 20. EXAMPLE PROJECT KEY NUMBER 10 21. TITLE AND LOCATION (City and State)22. YEAR COMPLETED WATERSOUND FOOTBRIDGE OVER US 98 (WATERSOUND, FL) PROFESSIONAL SERVICES CONSTRUCTION (if applicable) 2018 N/A 23. PROJECT OWNER’S INFORMATION a. PROJECT OWNER b. POINT OF CONTACT NAME c. POINT OF CONTACT TELEPHONE NUMBER The St Joe Company Bridget Precise (850) 231-6480 24. BRIEF DESCRIPTION OF PROJECT AND RELEVANCE TO THIS CONTRACT (Include scope, size, and cost) 25. FIRMS FROM SECTION C INVOLVED WITH THIS PROJECT a. (1) FIRM NAME (2) FIRM LOCATION (City and State)(3) ROLE FINLEY Engineering Group, Inc. Tallahassee, FL Lead Bridge Designer The WaterSound Footbridge will be a 262’ pedestrian bridge spanning US 98 in WaterSound, Florida connecting the new development to WaterSound Parkway and ultimately the beach on the Gulf Coast. The bridge will be 16’ wide and allow for both cyclists and pedestrians to use the bridge. To increase safety, pedestrians an cyclists will each have dedicated lanes separated by a raised barrier. Due to the height of the bridge, a ramp system is included to allow for pedestrian, cyclists, and ADA access. The bridge was modeled and analyzed to meet the criteria of The St Joe Company and meet the FDOT Design Guidelines for pedestrian bridges. Included in the report that FINLEY prepared are visualizations and concept drawings of the bridge as well as conceptual cost estimates and construction schedules. The cost estimates were calculated on a unit based price model. The report concluded with a comparison chart based on criteria’s that are of importance to a bridge of this scale and location. Relevance: The steel girder bridge was selected as the preferred options since it allows for a signature style bridge without exceeding the budget due to the monumental towers at the ends of the bridge. The steel box allows for ease of construction while still creating a beautiful structure. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |77 ARCHITECT – ENGINEER QUALIFICATIONS 1. SOLICITATION NUMBER (If any) RFQ 19-11-01 PART II – GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (OR BRANCH OFFICE) NAME Hanson Professional Services Inc. 3. YEAR ESTABLISHED 2015 4. UNIQUE ENTITY IDENTIFIER 08-109-7104 2b. STREET 6303 Blue Lagoon Dr Ste 280 5. OWNERSHIP a. TYPE Corporation 2c. CITY Miami 2d. STATE FL 2e. ZIP CODE 33126 b. SMALL BUSINESS STATUS No 6a. POINT OF CONTACT NAME AND TITLE Jeff V. Easley, PE, Vice President 7. NAME OF FIRM (If block 2a is a branch office) Hanson Professional Services Inc. 6b. TELEPHONE NUMBER 305.428.4350 6c. E-MAIL ADDRESS jeasley@hanson-inc.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER 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 5 c. Total Work 5 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE B. DATE 12/10/2019 c. NAME AND TITLE Jeff V. Easley, PE, Vice President AUTHORIZED FOR LOCAL REPRODUCTION MANDATORY USE DATE OF FORM 3/2013 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) H07 Highways; Streets; Airfield Paving; Parking 5 T03 Traffic & Transportation Engineering 1 9. EMPLOYEES BY DISCIPLINE a. Function Code b. Discipline c. No. of Employees (1) FIRM (2) BRANCH 12 Civil Engineers 88 2 48 Project Managers 57 1 02 Administrative 78 1 Other Employees 270 0 Total 493 4 TTTTTTTTLLEL ley, PEEEEEE,,,,,,ViViViViViViViVicecececececececeeece PPPPPPPPPPresident QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |78 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 ACAI Associates, Inc. 3. YEAR ESTABLISHED 1985 4. DUNS NUMBER 161188289 2b. STREET 2937 W Cypress Creek Road - Suite 200 5. OWNERSHIP a. TYPE Corporation 2c. CITY Fort Lauderdale 2d. STATE FL 2e. ZIP CODE 33309 b. SMALL BUSINESS STATUS FDOT DBE / FL MBE 6a. POINT OF CONTACT NAME AND TITLE Adolfo J. Cotilla, Jr., President 7. NAME OF FIRM (If block 2a is a branch office) 6b. TELEPHONE NUMBER 954-484-4000 6c. E-MAIL ADDRESS adolfo@aecmworld.com 8a. FORMER FIRM NAME(S) (If any) 8b. YR. ESTABLISHED 8c. DUNS NUMBER 16-118-8289 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 Administration 3 A06 Airports; Terminals & Hangers; Freight Handling 4 06 Architect 6 A11 Auditoriums & Theaters 5 08 CADD Technician 5 C09 Cold Storage; Refrigeration & Fast Freeze 2 15 Construction Inspector 3 C15 Construction Management/Administration 4 16 Construction Manager 2 E02 Educational Facilities; Classrooms 7 37 Interior Designer 1 F02 Field Houses; Gyms; Stadiums 1 39 Landscape Architect 0 G01 Garages; Vehicle Maintenance Facilities; Parking Decks 6 48 Project Manager 3 G02 Gas Systems (Propane; Natural, etc.) 1 57 Structural Engineer 1 H09 Hospitals & Medical Facilities 6 H10 Hotels; Motels 1 I05 Interior Design; Space Planning 5 J01 Judicial and Courtroom Facilities 5 L01 Laboratories; Medical Research Facilities 6 L03 Landscape Architecture 3 L04 Libraries; Museums; Galleries 2 O01 Office Buildings; Industrial Parks 3 P06 Planning (Site, Installation & Project) 3 P13 Public Safety Facilities 5 R04 Recreation Facilities (Parks, Marinas, etc.) 5 R06 Rehabilitation (Bldgs; Structures; Facilities) 3 Other Employees 4 R12 Roofing 4 Total 28 W03 Water Supply; Treatment and Distribution 5 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. $100,00 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 1 b. Non-Federal Work 7 c. Total Work 7 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. c. NAME AND TITLE Adolfo J. Cotilla, Jr., AIA AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 330 (REV. 3/2013) a. SIGNATURE b. DATE 12/13/2019 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |79 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |80 PART II - GENERAL QUALIFICATIONS (If a firm has branch offices, complete for each specific branch office seeking work.) 2a. FIRM (or Branch Office) NAME Manuel G. Vera & Associates, Inc. 3. YEAR ESTABLISHED 1977 4. UNIQUE ENTITY IDENTIFIER 032194151 2b. STREET 13960 SW 47th Street 5. OWNERSHIP a. TYPECorporation 2c. CITY Miami 2d. STATE FL 2e. ZIP CODE 33175 b. SMALL BUSINESS STATUS 6a. POINT OF CONTACT NAME AND TITLE Manuel G. Vera, Jr., PSM Chief Executive Officer 7. NAME OF FIRM (If Block 2a is a Branch Office) 6b. TELEPHONE NUMBER (305)221-6210 6c. E-MAIL ADDRESS mverajr@mgvera.com 8a. FORMER FIRM NAME(S) (If any) 8b. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM'S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a.Function Code b.Discipline c.Number of Employees a.Profile Code b.Experience c.Revenue IndexNumber(see below)(1) FIRM (2) BRANCH 02 Administrative 4 08 CADD Technician 6 2 38 Land Surveyors 5 3 58 Technician/Analyst 29 13 Other Employees Total 44 18 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 0 b. Non-Federal Work 6 c. Total Work 6 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. c. NAME AND TITLE Manuel G. Vera, Jr., PSM Chief Executive Officer STANDARD FORM 330 (REV. 8/2016) PAGE 6 1. SOLICITATION NUMBER (If any)ARCHITECT-ENGINEER QUALIFICATIONS a. SIGNATURE b. DATE 12/12/2019 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |81 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |82 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E STANDARD FORM 330 (Rev. 8/2016) PAGE 1 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 TLC Engineering Solutions, Inc. – South Florida Operations 3. YEAR ESTABLISHED 1955 4. UNIQUE ENTITY IDENTIFIER 05-488-8037 2b. STREET 5757 Blue Lagoon Drive, Suite 400 5. OWNERSHIP 2c. CITY Miami *also 800 Fairway Dr, Ste 250 Deerfield Beach, FL 33441 2d. STATE FL 2e. ZIP CODE 33126 a. TYPE Corporation 6a. POINT OF CONTACT NAME AND TITLE Erick Gonzalez, PE, LEED AP, Principal / Regional Director b. SMALL BUSINESS STATUS N/A 6b. TELEPHONE NUMBER 305.266.6553 6c. E-MAIL ADDRESS erick.gonzalez@tlc-eng.com 7. NAME OF FIRM (If Block 2a is a Branch Office). TLC Engineering Solutions, Inc. 8a. FORMER FIRM NAME(S) (If any) 8b. YEAR ESTABLISHED 8c. UNIQUE ENTITY IDENTIFIER Known as TLC Engineering Solutions, Inc. effective March 2019; previously known as TLC Engineering for Architecture, Inc. In 2015 TLC acquired Allan + Conrad. 1955 05-488-8037 9. EMPLOYEES BY DISCIPLINE 10. PROFILE OF FIRM’S EXPERIENCE AND ANNUAL AVERAGE REVENUE FOR LAST 5 YEARS a. Function Code b. Discipline c. Number of Employees a. Profile Code b. Experience c. Revenue Index Number (see below) (1) FIRM (2) BRANCH 02 Administrative 53 4 A06 Airports; Terminals & Hangars 6 08 CADD Technicians / Intern 38 3 A11 Auditoriums & Theaters 6 13 Communications Engineer / Specialist / Designer 23 C10 Commercial Bldg (low rise); Shopping center 5 14 Computer Operations / Network Manager 6 E02 Educational Facilities 7 15 Construction Inspector 1 F02 Field Houses; Gyms; Stadiums 4 21 Electrical Engineer / EI / Designer 91 9 G01 Garages; Vehicle Maintenance Facilities; Parking Decks 3 25 Fire / Life Safety Engineer 1 H09 Hospital & Medical Facilities 9 42 Mechanical Engineer / EI / Designer 139 14 H10 Hotels; Motels 6 57 Structural Engineer / EI / Designer 21 H11 Housing 5 I01 Industrial Buildings 4 PEs (included above) 96 9 J01 Judicial and Courtroom Facilities 4 RCDDs (included above) 6 L01 Laboratories; Medical Research Facilities 4 LEED APs (included above) 76 11 L04 Libraries; Museums; Galleries 4 CxAs (included above) 21 1 O01 Office Buildings; Industrial Parks 6 P09 Prisons & Correctional Facilities 3 P13 Public Safety Facilities 5 R03 Railroad; Rapid Transit 5 R04 Recreation Facilities 4 Total 373 30 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 5 b. Non-Federal Work 10 c. Total Work 10 12. AUTHORIZED REPRESENTATIVE The foregoing is a statement of facts. a. SIGNATURE b. DATE June 1, 2019 c. NAME AND TITLE Erick Gonzalez, PE, LEED AP, Principal / Regional Director RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |83 FINLEY Engineering Group, Inc. Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov July 2, 2019 R. Craig Finley, Jr.,Managing Principal FINLEY ENGINEERING GROUP, INC. 1589 Metropolitan Boulevard Tallahassee, Florida 32308 Dear Mr.Finley: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 4 -Highway Design -Bridges 4.1.1 -Miscellaneous Structures 4.1.2 -Minor Bridge Design 4.2.1 -Major Bridge Design -Concrete 4.2.2 -Major Bridge Design -Steel 4.2.3 -Major Bridge Design -Segmental 4.3.1 -Complex Bridge Design -Concrete 4.3.2 -Complex Bridge Design -Steel Group 5 -Bridge Inspection 5.1 -Conventional Bridge Inspection 5.3 -Complex Bridge Inspection 5.4 -Bridge Load Rating Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types.The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2020 for contracting purposes. Approved Rates Home/ Branch Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense 179.17%0.608%Excluded No 3.97% Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E CERTIFICATIONS AND LICENSES RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |84 FINLEY Engineering Group, Inc. State of Florida Department of State I certify from the records of this office that FINLEY ENGINEERING GROUP, INC.is a corporation organized under the laws of the State of Florida,filed on September 17,2004. The document number of this corporation is P04000130689. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on May 9,2019,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Seventeenth day of December, 2019 Tracking Number:9320732928CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |85 Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES PFUNTNER, JERRY MARK Do not alter this document in any form. 444 TALL STAND COURT LICENSE NUMBER: PE52063 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. TALLAHASSEE FL 32312 Always verify licenses online at MyFloridaLicense.com FINLEY Engineering Group, Inc. EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |86 Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF ARCHITECTURE & INTERIOR DESIGN THE ARCHITECT HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES NASAB, MAXIM DARIUSH Do not alter this document in any form. 3603 SHORELINE DRIVE LICENSE NUMBER: AR97311 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. TALLAHASSEE FL 32305 Always verify licenses online at MyFloridaLicense.com Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES NOBLE, PATRICK R. Do not alter this document in any form. 505 COLLINSFORD ROAD LICENSE NUMBER: PE80714 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. TALLAHASSEE FL 32301 Always verify licenses online at MyFloridaLicense.com Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES FINLEY, ROBERT CRAIG JR Do not alter this document in any form. 1305 SINGLE TREE TRACE LICENSE NUMBER: PE34234 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. TALLAHASSEE FL 323120000 Always verify licenses online at MyFloridaLicense.com FINLEY Engineering Group, Inc. EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |87 Hanson Professional Services, Inc. Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov June 21, 2019 Jeffery Bowen, Senior Vice President HANSON PROFESSIONAL SERVICES INC. 8075 Gate Parkway West, Suite 204 Jacksonville, Florida 32216 Dear Mr.Bowen: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 2 -Project Development and Environmental (PD&E) Studies Group 3 -Highway Design -Roadway 3.1 -Minor Highway Design 3.2 -Major Highway Design 3.3 -Controlled Access Highway Design Group 4 -Highway Design -Bridges 4.1.1 -Miscellaneous Structures 4.1.2 -Minor Bridge Design 4.2.2 -Major Bridge Design -Steel Group 6 -Traffic Engineering and Operations Studies 6.1 -Traffic Engineering Studies 6.2 -Traffic Signal Timing Group 7 -Traffic Operations Design 7.1 -Signing, Pavement Marking and Channelization 7.2 -Lighting 7.3 -Signalization Group 8 -Survey and Mapping 8.1 -Control Surveying 8.2 -Design, Right of Way & Construction Surveying 8.4 -Right of Way Mapping Group 9 -Soil Exploration, Material Testing and Foundations 9.4.1 -Standard Foundation Studies EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |88 Hanson Professional Services, Inc. State of Florida Department of State I certify from the records of this office that HANSON PROFESSIONAL SERVICES INC.is a Delaware corporation authorized to transact business in the State of Florida,qualified on October 3,1997. The document number of this corporation is F97000005188. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on January 7,2019,and that its status is active. I further certify that said corporation has not filed a Certificate of Withdrawal. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Seventh day of January,2019 Tracking Number:6258394430CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |89 JONATHAN ZACHEM, SECRETARYRICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HANSON PROFESSIONAL SERVICES INC. Do not alter this document in any form. 1525 S. 6TH STREET LICENSE NUMBER: CA7961 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. C/O JOHN P. COOMBE SPRINGFIELD IL 62703 Always verify licenses online at MyFloridaLicense.com Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES EASLEY, JEFFREY VEO Do not alter this document in any form. 1444 ANCONA AVENUE LICENSE NUMBER: PE45199 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. CORAL GABLES FL 33146 Always verify licenses online at MyFloridaLicense.com JONATHAN ZACHEM, SECRETARYRICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES LEMIEUX, BRIAN P. Do not alter this document in any form. 1146 COATES ROAD LICENSE NUMBER: PE60150 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. BONIFAY FL 32425 Always verify licenses online at MyFloridaLicense.com Hanson Professional Services, Inc. EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |90 ACAI and Associates, Inc. Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov June 24, 2019 Adolfo Cotilla, Jr., President ACAI ASSOCIATES, INC. 2937 West Cypress Creek Road, Suite 200 Fort Lauderdale, Florida 33309 Dear Mr.Cotilla: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 14 -Architect Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2020 for contracting purposes. Approved Rates Home/ Branch Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense 160.33%3.942%Excluded No 0.00% Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |91 State of Florida Department of State I certify from the records of this office that ACAI ASSOCIATES,INC.is a corporation organized under the laws of the State of Florida,filed on January 22, 1985. The document number of this corporation is H39075. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on February 7,2019,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Seventeenth day of February, 2019 Tracking Number:9296925215CC To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication ACAI and Associates, Inc. EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |92 Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF ARCHITECTURE & INTERIOR DESIGN THE ARCHITECT CORPORATION HEREIN IS CERTIFIED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES ACAI ASSOCIATES INC Do not alter this document in any form. 2937 W CYPRESS CREEK RD LICENSE NUMBER: AAC001323 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. SUITE 200 FT LAUDERDALE FL 33309 Always verify licenses online at MyFloridaLicense.com Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF ARCHITECTURE & INTERIOR DESIGN THE ARCHITECT HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES WILKIN, DONALD M Do not alter this document in any form. 301 SW 14TH WAY LICENSE NUMBER: AR0011619 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. FT LAUDERDALE FL 333127550 Always verify licenses online at MyFloridaLicense.com Halsey Beshears, SecretaryRon DeSantis, Governor STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF ARCHITECTURE & INTERIOR DESIGN THE ARCHITECT HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 481, FLORIDA STATUTES COTILLA, ADOLFO JR Do not alter this document in any form. 2937 W CYPRESS CREEK ROAD SUITE 200 LICENSE NUMBER: AR0008011 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. FORT LAUDERDALE FL 33309 Always verify licenses online at MyFloridaLicense.com ACAI and Associates, Inc. EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |93 Calvin Giordano & Associates Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov September 10, 2019 Chris Giordano, Vice President CALVIN, GIORDANO & ASSOCIATES, INC. 1800 Eller Drive, Suite 600 Ft. Lauderdale, Florida 33316 Dear Mr. Giordano: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 3 - Highway Design - Roadway 3.1 - Minor Highway Design 3.2 - Major Highway Design Group 6 - Traffic Engineering and Operations Studies 6.1 - Traffic Engineering Studies 6.2 - Traffic Signal Timing Group 7 - Traffic Operations Design 7.1 - Signing, Pavement Marking and Channelization 7.2 - Lighting 7.3 - Signalization Group 8 - Survey and Mapping 8.1 - Control Surveying 8.2 - Design, Right of Way & Construction Surveying 8.4 - Right of Way Mapping Group 10 - Construction Engineering Inspection 10.1 - Roadway Construction Engineering Inspection 10.3 - Construction Materials Inspection 10.4 - Minor Bridge & Miscellaneous Structures CEI Group 13 - Planning 13.4 - Systems Planning 13.5 - Subarea/Corridor Planning 13.6 - Land Planning/Engineering QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |94 Calvin Giordano & Associates State of Florida Department of State I certify from the records of this office that CALVIN,GIORDANO & ASSOCIATES,INC.is a corporation organized under the laws of the State of Florida,filed on June 27,1985. The document number of this corporation is M17373. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on January 17,2019,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Twenty-first day of February, 2019 Tracking Number:0881795224CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |95 Calvin Giordano & Associates QUALIFICATION INFORMATION & ASSIGNED PERSONNEL 10066306-AP-BD+C CREDENTIAL ID 30 MAR 2010 ISSUED 28 MAR 2020 VALID THROUGH GREEN BUSINESS CERTIFICATION INC. CERTIFIES THAT Tammy Cook-WeedonTammy Cook-Weedon HAS ATTAINED THE DESIGNATION OF LEED APLEED AP®® Building Design + Building Design + ConstructionConstruction by demonstrating the knowledge and understanding of green building practices and principles needed to support the use of the LEED green building program. MAHESH RAMANUJAN PRESIDENT & CEO, U.S. GREEN BUILDING COUNCIL PRESIDENT & CEO, GREEN BUSINESS CERTIFICATION INC. E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |96 M.G. Vera & Associates Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov September 20, 2019 Maria Vera, President MANUEL G. VERA & ASSOCIATES, INC. 13960 SW 47th Street Miami, Florida 33175 Dear Ms. Vera: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 8 -Survey and Mapping 8.1 -Control Surveying 8.2 -Design, Right of Way & Construction Surveying 8.4 -Right of Way Mapping Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until September 30, 2020 for contracting purposes. Approved Rates Home/ Branch Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense 121.68%0.261%Reimbursed No 31.64% Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |97 M.G. Vera & Associates EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |98 M.G. Vera & Associates EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |99 HR Engineering Services, Inc. Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov June 22, 2019 Hernando Ramos, President HR ENGINEERING SERVICES, INC. 7815 NW 72nd Avenue Medley, Florida 33166 Dear Mr.Ramos: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 9 -Soil Exploration, Material Testing and Foundations 9.1 -Soil Exploration 9.2 -Geotechnical Classification Laboratory Testing 9.4.1 -Standard Foundation Studies 9.4.2 -Non-Redundant Drilled Shaft Bridge Foundation Studies Group 10 -Construction Engineering Inspection 10.3 -Construction Materials Inspection Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2020 for contracting purposes. Approved Rates Home/ Branch Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense Published Fee Schedule 165.05%0.229%Reimbursed No 21.60%Yes Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |100 HR Engineering Services, Inc. JONATHAN ZACHEM, SECRETARYRICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES RAMOS, HERNANDO R. Do not alter this document in any form. 7815 N.W. 72ND AVENUE LICENSE NUMBER: PE42045 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. MEDLEY FL 33166 Always verify licenses online at MyFloridaLicense.com JONATHAN ZACHEM, SECRETARYRICK SCOTT, GOVERNOR STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION BOARD OF PROFESSIONAL ENGINEERS THE ENGINEERING BUSINESS HEREIN IS AUTHORIZED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES HR ENGINEERING SERVICES, INC. Do not alter this document in any form. 7815 N.W. 72 AVENUE LICENSE NUMBER: CA7991 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. MIAMI FL 33166 Always verify licenses online at MyFloridaLicense.com EQUALIFICATION INFORMATION & ASSIGNED PERSONNEL RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |101 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL TLC Engineering Solutions, Inc. Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 KEVIN J. THIBAULT, P.E. SECRETARY www.fdot.gov June 12, 2019 William Daly, CFO & Treasurer TLC ENGINEERING SOLUTIONS, INC. 874 Dixon Boulevard Cocoa, Florida 32922 Dear Mr.Daly: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following types of work: Group 5 -Bridge Inspection 5.1 -Conventional Bridge Inspection Group 7 -Traffic Operations Design 7.1 -Signing, Pavement Marking and Channelization Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until June 30, 2020 for contracting purposes. Approved Rates Home/ Branch Overhead Facilities Capital Cost of Money Premium Overtime Reimburse Actual Expenses Home Direct Expense 186.91%0.658%Reimbursed No 1.84% Per Title 23, U.S. Code 112, there are restrictions on sharing indirect cost rates. Refer to Code for additional information. Should you have any questions, please feel free to contact me by email at carliayn.kell@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Carliayn Kell Professional Services Qualification Administrator E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |102 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL TLC Engineering Solutions, Inc. Ron DeSantis, Governor STATE OF FLORIDA BOARD OF PROFESSIONAL ENGINEERS THE PROFESSIONAL ENGINEER HEREIN IS LICENSED UNDER THE PROVISIONS OF CHAPTER 471, FLORIDA STATUTES TIEDGE, CATHY GASPER Do not alter this document in any form. 874 DIXON BLVD LICENSE NUMBER: PE47763 EXPIRATION DATE: FEBRUARY 28, 2021 This is your license. It is unlawful for anyone other than the licensee to use this document. COCOA FL 32922 Always verify licenses online at MyFloridaLicense.com E PAGE INTENTIONALLY LEFT BLANK Team Member FDOT Work Group As required By RFP DBE SBE34567891415 No Yes No No Yes No No No Yes No Yes Yes No No RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. CCNA. City of Sunny Isles Beach |104 PROJECT MANAGER QA/QC BRIDGE STRUCTURE QA/QC ROADWAY/TRAFFIC Jerry Pfuntner, PE, SE Craig Finley, PE Brian Lemieux, PE BRIDGE ARCHITECT Maxim D. Nasab, AIA, NCARB COST ESTIMATING & SCHEDULE Enrique Espino, PE LEAD BRIDGE ENGINEER Patrick Noble, PE, SE QA/QC ARCHITECTURE Adolfo J. Cotilla, Jr., AIA STRUCTURAL ENGINEER Cathy Tiedge, PE MEP ENGINEER Vincent McNish, PE LANDSCAPE ARCHITECT Tammy Cook-Weedon, ASLA, PLA ROADWAY ENGINEER Jeff Easley, PE SURVEYOR Mark R. Sowers, PSM, SUE GEOTECHNICAL Hernando R. Ramos, PE architecture •engineering TLC Engineering for Architecture, Inc. is now TLC Engineering Solutions, Inc. We are continuously learning and growing, and it is that commitment to constantly evolve that led to our new brand. Our renewed vision to THINK boldly, LISTEN attentively, and CREATE passionately serves as the blueprint that guides our promise of extreme service to our clients. TLC Engineering Solutions continues to provide high-performance engineering design, consulting and energy services. Founded in 1955 and consistently ranked among the largest MEP and structural engineering firms in the country, we are an industry leader with expertise in diverse markets, from education to healthcare to aviation. Headquartered in Orlando, Florida, TLC Engineering has eight offices across Florida as well as offices in Nashville, Tennessee; New Orleans, Louisiana; Dallas, Texas; Philadelphia, Pennsylvania and Atlanta, Georgia. Our highly qualified team of 380+ professionals includes professional engineers, LEED-accredited professionals and ACG-registered commissioning authorities, coupled with specialists in acoustics, energy management and technology. We provide comprehensive services that allow clients to collaborate with a dedicated team from start to finish. MEP/FP: From central energy plants to master planning, our integrated mechanical, electrical, plumbing, and fire protection (MEP/FP) systems support every building function properly and cost effectively. Using the latest technology combined with our knowledge of codes and standards, we have designed innovative systems, such as thermal energy storage, geothermal, variable refrigerant flow, and chilled beams. Our licensed fire protection engineering staff provides system design and building code / life safety consulting. Structural: TLC Engineering develops structural solutions that are both creative and viable for a wide variety of building types, with particular expertise in structural analysis and design, threshold inspections and existing building evaluations and investigations. We apply our technical aptitude to engineer structural framing systems, including reinforced and post-tensioned concrete, structural steel, tilt-wall, and concrete masonry bearing walls. Technology: Using the latest software and tools, TLC Engineering's RCDD-credentialed team produces leading-edge designs that support unique project requirements. Rapidly evolving technology demands that designs are crafted for flexibility, growth and change. Specialized applications include integrated security, audio-visual presentation, voice/video/data distribution, public address/sound, acoustical analysis, and broadband distribution. Acoustical: Noise levels that are properly managed can enhance operations or when unmanaged, negatively impact building occupants and those nearby. The ultimate goal of our acoustical specialists is to assure advantageous noises are clearly heard and that less desirable noises are mitigated or managed, resulting in higher quality environments for all building types. BIM: TLC Engineering was an early adopter of Revit, resulting in streamlined designs that are integrated with our architectural partners, support construction activities and achieve clients' goals. Our design and production tools include Revit MEP, Revit Structural and IES VE Pro for energy modeling and design analysis. Energy: Our in-house team of sustainability consultants and energy performance specialists provide new and existing building commissioning, net operating income improvements, energy modeling and sustainability consulting. We have delivered 420+ LEED-certified projects, as well as projects earning certification from the Florida Green Building Coalition, Green Building Initiative and the International Living Future Institute. WELL®: At the leading edge of trends in building design is an emphasis on buildings that support increased employee productivity. Buildings that incorporate features that encourage occupant health, reduce employer healthcare costs and boost productivity have been proven to yield a powerful impact on the bottom line. A 1% improvement in productivity typically exceeds a building’s annual energy expense. One way to demonstrate the health aspects of a building is through WELL certification, a service provided by TLC Engineering. TLC Engineering Solutions, Inc. is an employee-owned corporation classified as a large business. REPORTING COMMUNICATION DIRECT POINT OF CONTACT RESUME PROVIDED Denotes the FDOT Work Group to whom the Company is Qualified. Denotes the FDOT Work Group to whom the Company shall be responsible for. Disadvantaged Business Enterprise Small Business Enterprise This chart shows the key staff for each discipline. DBE SBE * LEGEND PROJECT ARCHITECT Donald Wilkin, RA, CPTED E PROJECT ORGANIZATIONAL CHART QUALIFICATION INFORMATION & ASSIGNED PERSONNEL PAGE INTENTIONALLY LEFT BLANK RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |106 MBE STATUS & PUBLIC AGENCY CERTIFICATION FINLEY Engineering Group is a licensed Small Business Enterprise, and our sub-consultants, ACAI & Associates, Inc. and HR Engineering Services are certified Minority Business Enterprises and Disadvantaged Business Enterprises. Our sub-consultants M.G. Vera is also a DBE. Minority Business Certification ACAI Associates, Inc 12/10/2018 12/10/2020 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |107 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: Florida Department of Transportation Address: 605 Suwannee St City/State/Zip: Tallahassee, FL 32399 Contact: Thomas A. Andres PE Title: Assistant State Structures Design Engineer Email Address: Thomas.Andres@dot.state.fl.us Telephone: (850) 414-4269 Scope of Work: Design and Constructability Review - I-4 Ultimate Maitland Pedestrian Bridge Over I-4 in Orlando, FL Contract Start/End Dates: 6, 2018 / 3, 2019 Consultant Contract Amount: $722,415 2) Name of Client Entity: GLF Construction Corporation Address: 1428 Brickell Ave Suite 700 City/State/Zip: Miami, FL 33131 Contact: Joseph M. Beaird, P.E Title: Vice President / COO Email Address: jbeaird@glfusa.com Telephone: (305) 371-5228 Scope Of Work: Construction Engineering - Capital Cascades Crossing Pedestrian Bridge, Tallahassee Florida Contract Start/End Dates: 5, 2015 / 4, 2018 Consultant Contract Amount: $51,000 3) Name of Client Entity: Tampa Steel Erecting Company Address: 5127 Bloomingdale Ave City/State/Zip: Tampa, FL 33619 Contact: Robert Clark, JR Title: President Email Address: bob@tampasteelerecting.com Telephone: (813) 677-7184 Scope of Work: Value Engineering Design & Construction Engineering - Louisville Waterfront Park Phase III: Big Four Pedestrian Ramp / Louisville, Kentucky. Contract Start/End Dates: 4, 2008 / 2, 2010 Consultant Contract Amount: $360,000 4) Name of Client Entity: Osbourne Engineering / University of Akron Address: 1201 E. Market Street – Suite 200 City/State/Zip: Akron, Ohio, 44305 Contact: Shelley Kiwala Title: Project Manager / Manager of Transportation Email Address: skiwala@osborn-eng.com QUALIFICATION INFORMATION & ASSIGNED PERSONNEL E RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |108 QUALIFICATION INFORMATION & ASSIGNED PERSONNEL PROJECT VERIFICATION FORM (continued) Telephone: (330) 535-3132 Scope of Work: Bridge Architect - Sumner Street Pedestrian Bridge Contract Start/End Dates: 09, 2018 – 10, 2019 Consultant Contract Amount: $21,000 5) Name of Client Entity: Kiewit Infrastructure South Co. Address: 1580 Sawgrass Corporate Parkway, Suite 300 City/State/Zip: Sunrise, FL 33323 Contact: Nick Salce Title: Business Development Manager and Sponsor Email Address: Nicholas.Salce@kiewit.com Telephone: (954) 835-2228 Scope of Work: Construction of two new pedestrian bridges over Dan Marino Blvd. (NW 199st) and Turnpike Access Road, leading from parking lots to the Stadium. Contract Start/End Dates: 2018 D/B pursuit. Consultant Contract Amount: N/A-D/B no longer pursued by client 6) Name of Client Entity: Lakes Engineering, Inc. Address: 4870 SW 72nd Avenue City/State/Zip: Miami, Florida 33155 Contact: Kathy Lajo, PE Title: Project Manager Email Address: klajo@lakeseng.com Telephone: (305) 667-1657 Scope of Work: Architectural Services for renovations to an existing pedestrian bridge over US 1 at Douglas Road. The scope of work included modifications due to widening the existing roadway. Contract Start/End Dates: 2016 (Design) Consultant Contract Amount: N/A 7) Name of Client Entity: City of Hallandale Beach Address: 400 Federal Hwy. City/State/Zip: Hallandale Beach, Florida 33009 Contact: Tom Camaj Title: Procurement Specialist Email Address: tcamaj@cohb.org Telephone: (954) 457-1374 Scope of Work: Design services related to the development of various color schemes to enhance the existing bridge structure located at East Hallandale Beach Blvd. and A1A/South Ocean Drive. The conceptual studies and visualizations also included the development of several illumination schemes in order to create scenarios of how the overpass structure would appear with dramatic architectural lighting. Contract Start/End Dates: 2012/2012 Consultant Contract Amount: N/A E PAGE INTENTIONALLY LEFT BLANK QUALIFICATION INFORMATION & ASSIGNED PERSONNELFirm References & Similar Work Completed F RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |111 FINLEY has been providing similar bridge design and construction engineering services on over 100 projects in Florida and around the world for +16 years. Below is a compilation of our bridge projects.. FIRM REFERENCES & SIMILAR WORK COMPLETED F RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |112 REFERENCES: 1) Client: The St Joe Company, Bridget Precise, (850) 231-6480 bridget.precise@joe.com Project Name: Watersound Footbridge Over US 98 (Watersound, FL) Description of Services: FINLEY prepared visualizations and concept drawings of the bridge as well as conceptual cost estimates and construction schedules. The cost estimates were calculated on a unit based price model. The report concluded with a comparison chart based on criteria that are of importance to a bridge of this scale and location. Year Completed: 2019 Relevant Team Members: Jerry Pfuntner, PE, SE, Maxim D. Nasab, AIA, NCARB, Patrick Noble, PE, SE, Craig Finley, PE. 2) Client: GLF Construction, Joseph M. Beaird, P.E, Vice President / COO, (305) 371-5228, jbeaird@glfusa.com Project Name: Capital Cascades Crossing Pedestrian Bridge (Tallahassee, FL) Description of Services: The bridge’s design focuses on aesthetics and presented many challenges for construction. FINLEY developed a unique temporary support system for the superstructure precast girder sections that allowed the four slanted steel pipe columns to remain in position while the deck was supported and post-tensioned. This unique system then allowed for the transfer of the deck to the four slanted columns acting as the permanent interior piers. For this project, FINLEY provided Construction Engineering services including, Erection Manual, Falsework Design and Geometry Control. Year Completed: 2016 Relevant Team Members: Jerry Pfuntner, PE, SE, Craig Finley, PE 3) Client: JV-Community Asphalt Corporation, Condotte America, Inc. and The DeMoya Group, Inc./BCC Engineering Inc. Andres Mendoza, PE, President, Condotte America, Inc., (305) 986-9404, amendoza@condotteamerica.com Project Name: Palmetto Section 5 SR 826/836 Interchange D-B-F (Miami, FL) Description of Services: FINLEY designed and provided the construction engineering on four high-level segmental bridge ramps that traverse the core of the interchange. The segmental bridge ramps were precast balanced cantilevers, and were erected with a 460 ft launching gantry. The bridge lengths vary from 1,100 ft to 2,450 ft in length and are 47-ft-wide. The curved segmental bridge ramps are the third level of the interchange with radii down to 590 ft and have a maximum superstructure deck height of 95 ft above the proposed ground. The design offered unique challenges integrating underlying roadways, canals and MOT requirements into the layout of these segmental bridge ramps. Year Completed: 2016 Relevant Team Members: Jerry Pfuntner, PE, SE, Craig Finley, PE, Enrique Espeno, PE, Hernando R. Ramos, PE, Mark R. Sowers, PSM, SUE FIRM REFERENCES & SIMILAR WORK COMPLETED F PAGE INTENTIONALLY LEFT BLANK QUALIFICATION INFORMATION & ASSIGNED PERSONNELCorporate Standing & Authorized Signatory G RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |115 CORPORATE STANDING State of Florida Department of State I certify from the records of this office that FINLEY ENGINEERING GROUP, INC.is a corporation organized under the laws of the State of Florida,filed on September 17,2004. The document number of this corporation is P04000130689. I further certify that said corporation has paid all fees due this office through December 31,2019,that its most recent annual report/uniform business report was filed on May 9,2019,and that its status is active. I further certify that said corporation has not filed Articles of Dissolution. Given under my hand and the Great Seal of the State of Florida at Tallahassee,the Capital,this the Seventeenth day of December, 2019 Tracking Number:9320732928CU To authenticate this certificate,visit the following site,enter this number,and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication GCORPORATE STANDING & AUTHORIZED SIGNATORY RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |116 CORPORATE STANDING & AUTHORIZED SIGNATORY G AUTHORIZED SIGNATORY PAGE INTENTIONALLY LEFT BLANK QUALIFICATION INFORMATION & ASSIGNED PERSONNELVariations/Exceptions H RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |119 VARIATIONS/EXCEPTIONS FINLEY Engineering Group, Inc,, and our sub-consultants will provide all services for the City of Sunny Isles Beach Pedestrian Bridge with Park Elements Across AIA at 174th Street CCNA as outlined in the RFQ No. 19-11- 01 without variations or exceptions. VARIATIONS/EXCEPTIONS H QUALIFICATION INFORMATION & ASSIGNED PERSONNELLitigation Statement I RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |121 LITIGATION STATEMENT No litigation or regulatory action has been filed against FINLEY Engineering Group, Inc. in the last five (5) years. ILITIGATION STATEMENT QUALIFICATION INFORMATION & ASSIGNED PERSONNELForms & Attachments J RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |123 PRIME FIRM Role Name of Individual Assigned to Project Number of Years’ Experience Education, Degree Address of Office: Princpal-in- Change:Craig Finley, PE 38 Bachelor of Science. Civil Engineering. University of Kansas. 1980 Graduate, Executive Program. University of Michigan Business School. October 2002 1589 Metropolitan Boulevard Tallahassee, FL 32308 Project Manager: Jerry Pfuntner, PE, SE 25 BS Civil Engineering. University of Florida. 1992 ME Civil Engineering. University of Florida. 1993 1589 Metropolitan Boulevard Tallahassee, FL 32308 Asst. Project Manager Patrick Noble, PE, SE 7 B.S. Civil Structural Engineering. Texas A&M University. 2010 MS Structural Engineering. Texas A&M University. 2012. 1589 Metropolitan Boulevard Tallahassee, FL 32308 Bridge Architect Maxim D. Nasab, AIA, NCARB 8 BFA Architecture. Savannah College of Art and Design. 2010. M.ARCH of Architecture. Savannah College of Art and Design. 2011 1589 Metropolitan Boulevard Tallahassee, FL 32308 Cost Estimating & Schedule Enrique Espino, PE 52 B.S. in Civil Engineering. Louisiana State University. 1965. M.S. in Civil Engineering. University of Illinois. 1966. 1589 Metropolitan Boulevard Tallahassee, FL 32308 SUB-CONSULTANTS Role Name of Individual Assigned to Project Role/Description of Work:Experience Hanson Professional Services Inc. 633 Blue Lagoon Drive, Suite 280, Miami, FL 33126. Jeff V. Easley, PE Roadway Engineer Hanson offers a full range of roadway and street planning/design services, including Complete Streets and streetscape concepts. Hanson has provided planning, design, and construction phase services for thousands of minor and complex roadway and street projects for local and state government clients, including new facilities and rehabilitation of existing facilities. ACAI Associates, Inc. 2937 West Cypress Creek Road, Suite 200, Fort Lauderdale, FL Donald Wilkin, RA, CPTED Project Architect ACAI Associates, Inc., will provide architectural services in addition to FINLEY’s Bridge Architect, Maxim Nasab. ACAI is a highly skilled firm offering Architectural, Engineering, Planning, Construction Management and BIM/VDC services across numerous sectors. As a FDOT certified DBE, and Statewide MBE firm their experience spans over four decades. Calvin, Giordano & Associates, Inc. 1800 Eller Drive, Suite 600 Fort Lauderdale, FL 33316 Tammy Cook- Weedon, ASLA, PLA, LEED AP BD+C Landscape Architect Calvin, Giordano and Associates will provide services for landscape architecture. Their FDOT Landscape Architecture Team brings to the City over twenty years of successful landscape enhancement and design services. FORMS & ATTACHMENTS REQUIRED FORMS J RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |124 SUB-CONSULTANTS (continued) Role Name of Individual Assigned to Project Role/Description of Work:Experience Manuel G. Vera & Associates, Inc. 13960 SW 47th Street Miami, FL 33175 Mark R. Sowers, PSM, SUE Surveyor Manuel G. Vera & Associates, Inc. will provide the surveying services required by this project. M.G. Vera has been providing Design Survey & Right- of-Way (ROW) Mapping services to the South Florida area for over 40 years, and directly servicing District 6 (D6) through various District wide Survey and Mapping contracts and as sub-consultants continuously for 40 years. HR Engineering Services 7815 NW 72nd Ave, Medley, FL 33166 Hernando R. Ramos, PE Geotechnical Engineering HRES provides geotechnical services that include subsurface explorations, foundation evaluations and recommendations, and pavement evaluations. TLC ENGINEERING SOLUTIONS® 5757 Blue Lagoon Dr., Ste 400 Miami, FL 33126 Tammy Cook-Weedon, ASLA, PLA, LEED AP BD+C MEP & Structural Engineering TLC Engineering will provide MEP and Structural Engineering services. TLC is consistently ranked among the largest MEP and structural engineering firms in the country, and is an industry leader with expertise in diverse markets, including transportation, education, healthcare, and institutional. FORMS & ATTACHMENTS REFERENCES J Firm Name Entity Providing Reference Phone #Email Address FINLEY Robert Robertson, PE FDOT- State Structures Design Engineer (850) 414-4267 Robert.Robertson2@dot.state.fl.us FINLEY John Westphal, PE FDOT - State Construction Structures Engineer (850) 414-4141 john.westphal@dot.state.fl.us FINLEY Keith Molnau, PE MnDOT - Major Bridge Projects Engineer (651) 366-4456 keith.molnau@state.mn.us Hanson Tammy Thomas-Wood Bervard County, FL-Public Works (321) 617-7202 tammy.thomas-wood@bervardfl.org Hanson Hayes, Griffin, PE FDOT - Project Manager (850) 330-1513 hayes.griffin@dot.state.fl.us RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |125 FORMS & ATTACHMENTS 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 ________________________________________ 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: J FINLEY Engineering Group, Inc. 92533 RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |127 FORMS & ATTACHMENTS 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 affect 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. J RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |130 FORMS & ATTACHMENTS PUBLIC ENTITY CRIMES City of Sunny Isles Beach 18070 Collins Avenue Sunny Isles Beach, FL 33160 Telephone: (305) 947-0606 Fax: (305) 949-3113 SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a) FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES PUBLIC ENTITY CRIMES Pursuant to the provisions of paragraph (2) (a) of Section 287.133, Florida State Statutes - "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 to perform Work as a Contractor, supplier, Sub-Contractor, or Consultant under a Contract with any public entity, and may not transact business with any public entity in excess of the threshold amount Category Two of Sec. 287.017, FS for thirty six months from the date of being placed on the convicted vendor list". THIS FORM MUST BE SIGNED AND SWORN TO IN THE PRESENCE OF A NOTARY PUBLIC OR OTHER OFFICIAL AUTHORIZED TO ADMINISTER OATHS. 11.1.This sworn statement is submitted to City of Sunny Isles Beach _____________ by____________________________________________________________________________ [print individual’s name and title] for____________________________________________________________________________ [print name of entity submitting sworn statement] whose business address is: _______________________________________________________________________________ _______________________________________________________________________________ and (if applicable) its Federal Employer Identification number (FEIN) is_____________________. (If the entity had no FEIN, include the Social Security Number of the individual signing this sworn statement:_________________________________.) 11.2.I understand that a "public entity crime" as defined in Paragraph 287.133(1)(g), Florida Statutes, means a violation of any state or federal law by a person with respect to and directly related to the transaction of business with any public entity or with an agency or political subdivision of any other state or with the United States, including, but not limited to, any Bid or Contract for goods or services to be provided to any public entity or an agency or political subdivision of any other state of the United States and involving antitrust, fraud, theft, bribery, collusion, racketeering, conspiracy, or material misrepresentation. 11.3.I understand that "convicted" or "conviction" as defined in Para. 287.133(1)(b), Florida Statutes, means a finding of guilt or a conviction of a public entity crime, with or without an adjudication of guilt, in any federal or state trail court of record relating to charges brought by indictment or information after July 1, 1989, as a result of a jury verdict, non-jury trial, or entry of a plea of guilty or nolo contendere. 11.4.I understand that an "affiliate" as defined in Para. 287.133(1)(a), Florida Statutes, means: a.) predecessor or successor of a person convicted of a public entity crime; or b.) Any entity under the control of any natural person who is active in the management of the entity and who has been convicted of a public entity crime. The term "affiliate" includes those officers, directors, executors, partners, shareholders, employees, members, and agents who are active in the management of an affiliate. The ownership by one person of shares constituting a controlling interest in another person, or a pooling of equipment or income among persons when not for fair 2 of 8 1589 Metropolitan Boulevard, Tallahassee, Florida 32308 FINLEY Engineering Group, Inc. R. Craig Finley, Jr., Managing Principal 20-1631936 J RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |137 FORMS & ATTACHMENTS 11/11/2019 Fenner & Esler 467 Kinderkamack Road P. O. Box 60 Oradell NJ 07649-0060 Kevin M. Esler, CPA (201)262-1200 (201)262-7810 certs@fenner-esler.com Finley Engineering Group, Inc. 1589 Metropolitan Boulevard Tallahassee FL 32308-3776 Berkley Insurance Company 32603 Master 19-20 A PROFESSIONAL LIABILITY AEC-9032817-01 11/1/2019 11/1/2020 Per Claim Limit $5,000,000 Retro Date: 1/1/2004 Per Claim Deductible: $35,000 Aggregate Limit $10,000,000 Evidence of Coverage Kevin Esler/JEAN The ACORD name and logo are registered marks of ACORD CERTIFICATE HOLDER ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25 (2014/01) AUTHORIZED REPRESENTATIVE CANCELLATION DATE (MM/DD/YYYY)CERTIFICATE OF LIABILITY INSURANCE LOCJECTPRO-POLICY GEN'L AGGREGATE LIMIT APPLIES PER: OCCURCLAIMS-MADE COMMERCIAL GENERAL LIABILITY PREMISES (Ea occurrence)$DAMAGE TO RENTED EACH OCCURRENCE $ MED EXP (Any one person)$ PERSONAL &ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $RETENTIONDED CLAIMS-MADE OCCUR $ AGGREGATE $ EACH OCCURRENCE $UMBRELLA LIAB EXCESS LIAB DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) INSRLTR TYPE OF INSURANCE POLICY NUMBER POLICY EFF(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)LIMITS PERSTATUTE OTH-ER E.L.EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $ $ $ ANY PROPRIETOR/PARTNER/EXECUTIVE If yes,describe underDESCRIPTION OF OPERATIONS below (Mandatory in NH)OFFICER/MEMBER EXCLUDED? WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED HIRED AUTOS NON-OWNEDAUTOSAUTOS AUTOS COMBINED SINGLE LIMIT BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE $ $ $ $ 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. INSD ADDL WVD SUBR N / A $ $ (Ea accident) (Per accident) OTHER: 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 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 rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INSURED PHONE(A/C, No, Ext): PRODUCER ADDRESS:E-MAIL FAX(A/C, No): CONTACTNAME: NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : INSURER(S)AFFORDING COVERAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INS025 (201401) J PROOF OF INSURANCE RFQ No. 19-11-01 Professional Engineering and Architectural Services for Pedestrian Bridge with Park Elements Across A1A at 174th St. - CCNA. City of Sunny Isles Beach |138 FORMS & ATTACHMENTS J PROOF OF INSURANCE: QUALIFICATION LETTER PAGE INTENTIONALLY LEFT BLANK