Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County

Transcription

1 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County August 15, N. Westshore Boulevard Suite 600 Tampa, Florida (813)

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3 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County 1408 N. Westshore Boulevard Suite 600 Tampa, Florida (813)

4 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Cover Letter November 7, 2014 Sumter County Board of County Commissioners 7375 Powell Road, Suite 200 Wildwood, Florida Reference: RFQ Sumter County Engineering Design Services Subject: Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Dear Selection Committee: Volkert sincerely appreciates the opportunity to submit our qualifications package for consideration for the Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County. We have reviewed the Request for Qualifications and clearly understand the detailed services stated in Part 5 Scope of Services, including the specific elements that this project must include. We have assembled an excellent team, all of which are very familiar with Sumter County and have extensive experience on safety improvement projects. Volkert has strong, long standing relationships with our subconsultants, and we are confident in our team s ability to provide efficient and effective services for Sumter County. We have identified the key project issues and have developed innovative, cost effective solutions that will not only improve safety, but also maximize the use of funding sources and reduce maintenance costs. This approach, coupled with our extensive knowledge of the project, having prepared a Safety Technical Memorandum and a FDOT Project Information Application Form for this corridor, allow us to provide innovative, cost saving safety improvements that meet all necessary requirements. One of the top priorities of the Federal Highway Administration and Florida Department of Transportation is to improve the safety of public roads. Safety funding is provided to local agencies through applications identifying that particular projects provide a satisfactory benefit to cost ratio. The completed safety study was the first step in the process to obtain federal and state funds. Now that the funds are available, we would like to lead the next step in delivering this project which will undoubtedly improve safety for Sumter County motorists. Quality and customer satisfaction is our number one priority and we will ensure the timely execution of services to complete this project well before May 31, Our project team is available to begin work immediately and we are committed to providing the highest quality services to deliver this CR 476 Safety Project to Sumter County. We look forward to the opportunity to continue to serve Sumter County and should you have any questions, please contact me at (813) Sincerely, VOLKERT, INC. Michael A. Osipov, PE Vice President November 7, 2014

5 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County TABLE OF CONTENTS Section 1 Understanding of the Project Section 2 Organizational Chart Qualifications of the Firm & Team Members & Experience with Similar Projects y Stability & Growth y Volkert Staff y Subconsultants & DBE Statement y Resumes Tab A Experience with Similar Safety Projects Section 3 Section 4 Section 5 Ability to Meet the Schedule Approach to the Project & the Tasks Involved Required Qualification Documents y Qualification Documents Checklist of Items Required to be Submitted y Proposer s Certification/Addenda Acknowledgment Form y Statement of General Terms and Conditions y Statement of Consultant s Experience and Personnel y Drug Free Work Place Certificate y Hold Harmless Agreement y E-Verify Certification Form y Anti-Collusion Statement y Statement of Public Entity Crimes y Certificate of Insurability Federal Documents y Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion for Federal Aid Contracts y Certification for Disclosure of Lobbying Activities y Disclosure of Lobbying Activities y Terms for Federal Aid Contracts (Appendix I) y Equal Opportunity Compliance System Access Request y Conflict of Interest Certification for Consultant/Contractor November 7, 2014

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7 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 1 Volkert is a full-service engineering firm with expertise in roadway and drainage design, traffic operations, safety analysis and design, structural engineering, and surveying that is dedicated to providing the highest quality products and excellent service to our clients. We believe the Volkert Team is extremely qualified for this contract because: y We prepared the initial Technical Memorandum (crash data and field review) and the FDOT Project Information Application Form for CR 476 resulting in the current FDOT District 5 Local Agency Program (LAP) project for safety improvements along CR 476; your team has a proven track record working together on challenging projects with critical timelines in Sumter County; ywe have successfully completed dozens of safety improvement design projects for numerous counties and the FDOT; y We have a local team with extensive resources and a highly successful track record; and y We are experienced working directly with Sumter County and the Board of County Commissioners (BOCC). UNDERSTANDING OF THE PROJECT Volkert looks forward to partnering with Sumter County to provide the design for the safety improvements along CR 476 from Hernando County Line to US 301 SR 35, approximately nine miles in length. The primary purpose of this project is to improve safety for motorists along the Florida Scenic Highway. The existing roadway is in good to average condition. There is absence of paved shoulders in a portion of the project and the existing shoulders (paved and adjacent grass areas) currently don t provide the minimum required shoulder width. The existing warning devices and signage should be upgraded and additional signage should be added to warn the motorist. There is currently street lighting between CR 603 to US 301 SR 35. We prepared a crash data exhibit during our preliminary research which was submitted with the Safety Technical Memorandum. There has been approximately 32 crashes within the past three year period, which included five fatalities and 33 injury crashes. The types of crashes include; 17 night-time, three wet weather, and 16 lane departure or head-on crashes. Our design will maximize the use of available safety funds so that County funds can be used elsewhere. The project specifics are categorized as follows: y Provide wet weather audible pavement markings that provide a warning to drivers that are veering out of the travel lane. This is effective in reducing wet weather and night-time crashes. We understand that this project has several challenges that we will need to address. The critical issues, which we will address in our approach, include: ymaximizing the use of the available safety funding to produce the largest benefit to the motoring public; y Ensuring that all stakeholder coordination is started early and remains constant, to ensure that all issues are addressed early and not allowed to impact the schedule; and y Minimizing the amount of detail in the plans while providing sufficient information for the contractor to bid and build the project. November 7,

8 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 1 We have completed numerous task assignments for Sumter County, which several of which have been LAP projects. We have also successfully completed a number of LAP projects for other counties and cities and we understand the process involved with LAP as well as safety funds. This combined with our initial study for CR 476 makes us ideally suited for this safety project. We have also spent considerable time researching this project and coordinating with the Lake-Sumter MPO and other stakeholders including Sumter County Public Works. Volkert has a very thorough understanding of this project and its associated issues. We are committed to providing outstanding service to Sumter County and delivering the design plans for this project on schedule. November 7,

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10 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 ORGANIZATIONAL CHART SUMTER COUNTY Gene Quinn, PE, PLS (41) Michael Osipov, PE (32) David Gwynn, Jr., PE (31) QA/QC MANAGER PROJECT MANAGER PRINCIPAL-IN-CHARGE Gaelan Bishop, PE (15) PROJECT ENGINEER SAFETY/TRAFFIC/S&PM Brian Kanely, PE (41) Katie Agoado, EI (2) ROADWAY/MOT Summer Ahrens, PE (9) Justin Cullen (11) DRAINAGE/PERMITTING Cory Young, PE (30) Charles Samuels (38) UTILITY COORDINATION Michelle Eguia (16) ENVIRONMENTAL Buddy Covington (20) PUBLIC INVOLVEMENT Nicole Harris, PE (8) CONSTRUCTABILITY/ BIDABILITY Brian Pickard, PE (36) GEOTECHNICAL/ CONTAMINATION Henri Jean, PE (22) Donald Polanis, CGC, PSSC (24) SURVEY Joseph Stukey, PSM (15) Three Survey Crews One Scanning Crew SUE Matthew LaLuzerne, PSM (9) Note: (XX) = Years of Experience SUBCONSULTANTS: Cardno Tierra, Inc. November 7,

11 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County QUALIFICATIONS OF THE FIRM & TEAM MEMBERS & EXPERIENCE WITH SIMILAR PROJECTS Pensacola Chipley Our team s strengths include experience with both Sumter County and FDOT, extensive knowledge of Sumter County s and FDOT s procedures, and experience with the County s project managers and staff. Our team has a thorough knowledge of Sumter County from completing many successful projects and studies. Additionally, Volkert has designed hundreds of miles of project improvements similar to this CR 476 project. We have added two subconsultants, Cardno and Tierra both, of whom have worked for Volkert on many similar projects throughout Florida. Section 2 Gainesville Tampa Sarasota Orlando One of the foremost responsibilities of agencies that are responsible for transportation infrastructure is to Sunrise protect the roadways through maintenance and provide safe facilities for the motoring public. Although new roadways and widening projects address growth and congestion, those typically cannot be done unless the existing infrastructure is properly maintained in a safe manner. Our staff has experience in both areas and understand the differences. Widening projects and new construction have their own set of challenges, but they are different than this safety project where the main goals are not capacity related. Our proposed project manager and staff have extensive experience including the following: Fort Myers y Successfully delivering LAP projects for numerous agencies, including Sumter County. y Serving as the Safety Design Consultant for FDOT District 2, designing over a dozen individual projects designed to address safety issues such as those on CR 476. y Designing vehicular and pedestrian improvement projects throughout the Tampa Bay area on many of the highest crash roadways to include US 19 in Pasco County (named the most dangerous roadway for pedestrians in the United States), Hillsborough Avenue, Bayshore Boulevard, Gulf Boulevard and dozens of other roadways. y Working with permitting agencies to reduce permitting requirements in recognition of safety improvements provided by the projects. y Working with adjacent property owners regarding tree removal and or utility relocations that may impact them, or be of interest to them. y Developing innovative approaches to maximize the effective utilization of the available safety funding. Our staff has direct experience working with Sumter County and we are confident we will deliver this project. Stability & Growth Volkert is an employee-owned infrastructure engineering firm serving state and federal agencies, local and municipal governments, private industry and select international clients. Founded in 1925, Volkert s growth from a regional engineering firm has matured to include a national and international client base. Ranked as one of the top U.S. engineering firms, Engineering News Record lists Volkert as #106 in the Top 500 Design Firms in the United States. Our team includes engineers, planners and environmental scientists who provide traffic design, roadway design, utility, and civil engineering to a variety of clients, large and small. November 7,

12 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 Our in-house services include: y Roadway design y Corridor studies and planning y Signal system study/design y Signing and pavement markings ytransportation planning and traffic engineering y Preliminary engineering and conceptual design y Public involvement y Civil and structural engineering y Stormwater/drainage design y Environmental services/permitting ymaintenance of traffic y Data collection, evaluation, and analysis y Landscape architecture/streetscape design y Site planning/master planning y Survey and mapping y Construction administration/coordination y Construction engineering and inspection The firm s staff of 800 includes engineers, planners, environmental specialists, program/construction managers, real estate specialists and landscape architects. Headquartered in Mobile, Alabama, Volkert has offices in 11 states and the District of Columbia, with experience and/or professional registrations throughout the United States. The Tampa and Gainesville offices will collaborate to deliver this project. Volkert Staff Volkert has a staff of over 165 located in Florida which is focused on transportation projects for FDOT and select county governments, including Sumter County. Our extensive experience in Central Florida includes a large number of similar safety designs which are detailed later in this section under Experience on Similar Projects. Volkert is committed to providing the very best team possible for this safety improvement project. We have assigned the following key personnel: Michael Osipov, PE Project Manager For over 32 years, Mr. Osipov has provided design and planning services for state and local agencies (including Sumter County) serving in various capacities which include: Project Manager, Project Engineer, and Construction Engineer and Inspector. In addition to his expertise in roadway design and planning, which includes interstate and arterial widenings/reconstructions, interchanges, milling and resurfacing, safety design projects, he is also highly experienced in PD&E studies, reevaluations, public involvement, utility engineering/coordination, R/W assessment, residential, commercial and industrial site development engineering. Mr. Osipov has managed numerous design and safety improvement projects including: y C-468 PES, US 301 to east of Florida s Turnpike, Sumter County, Florida: Performed study to provide increased mobility by improving operations and enhancing safety characteristics. y Sumter County Highway Safety Program, High Risk Rural Roads, CR 470, CR 575 & CR 475N: Reviewed traffic crashes on each road for a three year period, computed crash rates and recommended preliminary measures to reduce the crash rate. y US 19/SR 55, New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7: Prepared plans to address access management, signing and marking improvements, sidewalk and bicycle lane additions and resurfacing. This segment of US 19 was ranked as the most dangerous segment of roadway for pedestrians in the United States. y Bayshore Boulevard Redevelopment, City of Tampa: Redeveloped over four miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. y SR 590, West of Marilyn Street to East of Audry Drive, Pinellas County, District 7: Designed safety improvements including upgrading safety elements for pedestrians, bicyclists and motorists in Pinellas County. y SR 600/US 92, Eureka Springs Road to SR 566/Thonotosassa Road, Hillsborough County, FL, FDOT District 7: Prepared plans to address access management, signing and marking improvements, sidewalks and resurfacing. November 7,

13 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 y y David Gwynn, Jr., PE Principal-In-Charge Mr. Gwynn will be the Principal-In-Charge for this project. He has over 31 years experience managing transportation projects in Central Florida and has a complete understanding of what will be required to deliver this safety improvement project on schedule. His experience includes serving as Project Manager on Districtwide Safety contracts in FDOT Districts 1, 3, 4 and 5. He also has been called upon by various other agencies to address high crash intersections and road segments. He has served as Principal-in-Charge/Project Manager for the following: y Sumter County Highway Safety Program, High Risk Rural Roads, CR 470, CR 575 & CR 475N: Reviewed traffic crashes on each road for a three year period, computed crash rates and recommended preliminary measures to reduce the crash rate. y Sumter County Highway Safety Program, High Risk Rural Roads, West CR 476: Reviewed traffic crashes on West CR 476 for a three year period, computed crash rates and recommended preliminary measures to reduce the crash rate. y Districtwide Safety Consultant, FDOT Districts 1, 4 & 5: Conducted studies at high accident locations, preparing reports for federal safety funds, and designing improvements to address safety issues. y FDOT District 5: I-95 Safety and Operational Improvements Study, Brevard County, FL: complete traffic and safety analysis of Interstate 95 through Brevard County. Gaelan Bishop, PE Project Engineer Mr. Bishop has 15 years of design experience on both rural and urban roadway design including safety projects. Gaelan serves as Project Engineer and Engineer of Record for the development of a county wide safety improvement program in Sumter County. The project includes a county wide screening of crash data, development of candidate projects, establishment of a traffic safety working group, coordination with FDOT, and application for grants and safety funding. Gaelan has similar experience managing an FDOT, District 2, Districtwide safety study that included the preparation of a no passing zone and guardrail safety study in Nassau County as well as numerous plans packages to address a wide variety of safety issues. Most of these were on high speed rural roads such as C-48. Brian Kanely, PE Safety/Traffic/S&PM Mr. Kanely has over 41 years of comprehensive experience in traffic operations and traffic safety, including signing, pavement markings, and signalization design. He also served the City of Gainesville for over 34 years as Traffic Engineering Director and Transportation Services Manager. He has served as the traffic lead for Sumter County Highway Safety Program, High Risk Rural Roads; CR 470, CR 575 and CR 475N, High Risk Rural Roads; West CR 476 which included the review of traffic crashes on West CR 476 for a three-year period, computed crash rates and recommended preliminary measures to reduce the crash rate. November 7,

14 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 Summer Ahrens, PE Roadway/MOT Ms. Ahrens is a roadway engineer with nine years of experience in roadway design on a variety of safety improvement projects including the SR 590 safety improvements including upgrading safety elements for pedestrians, bicyclists and motorists in Pinellas County, and safety improvements for SR 55/US 19 from North of Fort Island Trail to North of NE 1st Terrace in Citrus County, which included modifications to this FIHS facility and upgrading ADA standards, a 21-foot raised median replacing the existing two-way left-turn lane, and a 12-foot multi-use trail along both sides of the corridor. She also served as a Project Engineer on the aforementioned US 19 project in Pasco County managed by Mr. Osipov. Charles Samuels Drainage/Permitting Mr. Samuels has 38 years of experience and an extensive background in all aspects of stormwater management, bridge hydraulics, open channel hydraulics, and basin hydrology. He is skilled in the use of state-of-the art computer technologies associated with his field of expertise. He has served as Project Manager and/or Project Engineer on more than 200 design and/or planning projects during his career. He has significant experience in the design, permitting and construction of stormwater management and floodplain mitigation facilities for surface water runoff as well as innovative design aspects that have become standard practice in his field. He has worked extensively with SWFWMD and other permitting agencies and this enables him to obtain reasonable permits in a timely manner. Michelle Eguia Utility Coordination Ms. Eguia has 16 years experience in the engineering and planning field. She has extensive experience providing utility coordination, review of utility/access permits, field inspection of utility improvements/relocations, field support, Utility Work by Highway Contractor (UWHC) and construction assistance. She successfully coordinated the utility relocations for the C-468 Widening from CR 505 to east of Florida s Turnpike. Nicole Harris, PE Public Involvement Ms. Harris has over eight years of planning and PD&E experience. Having worked for FDOT District 1 as a PD&E Project Manager, her experience includes highway planning, project management, construction, maintenance, roadway design, traffic operations, drainage design and public involvement. These projects have all involved a high level of public involvement and she is very skilled at setting up group or individual meetings as well as representing the County in a professional manner. She has been involved in multiple public involvement projects and has managed numerous PD&E studies. November 7,

15 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 Subconsultants & DBE Statement Geotechnical/Contamination: Tierra, Inc. Henri Jean, PE, and Donald Polanis, CGC, PSSC SUE Services: Cardno Matthew LaLuzerne, PSM Tierra, a Certified FDOT DBE firm will be providing contamination/geotechnical services. We utilized DBE firms on every project; which has contributed to our A+ DBE grade from FDOT. Cardno will be providing SUE services. We have completed numerous design projects, including many safety improvement projects together as a very successful team. Cardno provided the SUE services for our C-468, CR 505 to east of the Florida s Turnpike project currently under construction. November 7,

16 Michael Osipov, PE Project Manager INTRODUCTION For over 32 years, Mr. Osipov has provided design services for state and local agencies serving in various capacities which include: project manager, project engineer, and construction engineer and inspector. In addition to his expertise in roadway design and planning, which includes interstate and arterial widenings/reconstructions, interchanges, milling and resurfacing, he is also highly experienced in storm sewer design, stormwater pond design, environmental permitting, public involvement, utility engineering/coordination, and R/W assessment. PROJECT EXPERIENCE C-468 Widening from CR 505 to East of the Florida s Turnpike, Sumter County, FL, Sumter County. As Project Manager, Mr. Osipov serves as the primary point of contact and is responsible for project management, design concepts, quality control, client satisfaction and post-design services. This project involves the widening from two to four lanes and the design of a new bridge over Florida s Turnpike for approximately two miles of C-468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As Transportation Manager, Mr. Osipov was responsible for project review and public involvement. The PES was prepared to evaluate the future transportation needs along three and half miles of C-468. The PES determined the long-term transportation needs and developed necessary improvements. The existing two-lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Duke Energy was the most affected. Several coordination meetings were held with Duke Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. YEARS OF EXPERIENCE 32 years total 18 years with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 1989 EDUCATION MBA, University of South Florida, 1998 BSCE, Tri-State University, 1984 AFFILIATIONS American Society of Civil Engineers Florida Engineering Society American Society of Highway Engineers Florida Survey and Mapping Society US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. As Transportation Manager, Mr. Osipov is responsible for overall project quality, contract administration and management, and customer satisfaction. He developed the drainage concept that included minimizing impacts to over 90 permitted stormwater management facilities. The safety project consisted of the milling and resurfacing of this six lane divided rural roadway for almost five miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/ modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades included: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing twelve utilities. The drainage and stormwater management design includes stormwater treatment and attenuation compensation, meeting existing WMD permitting requirements, ditch conveyance design, floodplain compensation, and side drain and cross drain extension analysis. Structural design included upgrading signals at three intersections and sign post design. Project elements included roadway design, bike lane and sidewalk design, transit design and coordination,

17 Michael Osipov, PE Project Manager Page 2 structural design, intersection improvements, surveying and mapping, right of way reclamation, drainage design, signing and pavement markings, signalization, lighting, utility coordination, MOT, cost estimating and environmental permitting. SR 600/US 92/Hillsborough Avenue From Eureka Springs Road to SR 566/Thonotosassa Road, Hillsborough County, FL, FDOT District 7. As Project Manager, Mr. Osipov was responsible for project management, extensive drainage and utility design coordination, and post design services. The project was for the milling and resurfacing of 12.5 miles of SR 600/US 92, a two lane roadway. Some of the more significant issues associated with this project were related to the high number of residential and business driveways along the route. Other significant issues involved minimizing utility impacts, wetland impact issues adjacent to the R/W, safety improvements, and drainage system modifications. The design included the addition of sidewalks, boardwalks, paved shoulders, box culvert extensions and guardrail. The timber boardwalk, approximately 15,185 LF, was of varying heights along a meandering alignment that, for most of the length, was over a drainage ditch. A permit from SWFWMD was obtained along with a FEMA No Rise Certification from Hillsborough County. Several drainage issues associated with this project included the presence of both open and closed drainage basins, wetlands and floodplain impacts, and a FEMA regulated floodway. The design was accomplished within the existing 80-foot R/W. Project elements included roadway and structures design, intersections, geotechnical activities, surveys, drainage, signing and pavement markings, signalization, utility relocation, MOT, cost estimates, environmental permits, and quantity computation books. Bayshore Boulevard Safety Enhancements, Tampa, FL, City of Tampa. As a QA/QC Reviewer, Mr. Kanely assisted with the QC review aspect of the roadway plans preparation. Bayshore Boulevard is a multi-use urban corridor and an unrestricted transportation route to downtown Tampa. Volkert was chosen to redevelop approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering design and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road re-channelization, and pedestrian/bicycle enhancements. The concrete rehabilitation portion of the project consisted of a six lane urban roadway both divided and undivided, and approximately 2,200 of concrete pavement slabs were evaluated for rehabilitation. US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road, Zephyrhills, FL, FDOT District 7. As project manager, Mr. Osipov is responsible for project management, roadway design, drainage/permitting for improvements to US 301/ SR 39. We are designing safety improvements for this project, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections to will prevent drivers from making abrupt changes. Improvements include designing safer cross walks that are also more efficient and reconfiguring several intersections. SR 80/US 27 Interchange, Hendry County, FL, FDOT District 1. As Project Manager, Mr. Osipov was responsible for project management, interchange and drainage concept design, R/W, PD&E reevaluation, public involvement support, extensive environmental permitting, and post design services. This project consisted of designing the at grade intersection with an elevated T interchange. The at grade intersection was one of Florida s most dangerous intersection. He oversaw development of the drainage approach including pond siting, conveyance and pond site design for the widening and interchange, and bridge hydraulics for bridge and culvert expansion for the widening. A combination of MSE walls and embankment was used for elevated portions of the roadway. A PD&E reevaluation was required due to alignment modifications recommended during the project Value Engineering study. Volkert developed the roadway, structural, and drainage plans; coordinated utility relocations; and provided cost estimates, permitting, and environmental coordination. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Transportation Manager, Mr. Osipov is overseeing the entire project production and schedule. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. Intersection Improvement Projects, Hillsborough County, FL, FDOT District 7. As Project Manager, Mr. Osipov was responsible for project management, roadway design and R/W. The project was for the design of three intersections in Hillsborough County under a single design contract. The three intersections were: SR 39 at McGee Road: This project involved the design for widening SR 39 to provide a northbound left turn lane onto McGee Road. US 301 at McIntosh Road: This project involved the design for the reconstruction of a portion of McIntosh Road to improve alignment and grade for the intersection with US 301. SR 574 at McIntosh Road: This project involved the design for the widening of SR 574 to provide a westbound right turn lane onto McIntosh Road.

18 David Gwynn, Jr., PE Principal-In-Charge INTRODUCTION Mr. Gwynn is responsible for the overall management of the firm s transportation practice in Florida. He has served as Project Manager, Project Director, and/or Principal-In-Charge for numerous transportation projects throughout Florida. Mr. Gwynn has also managed over 50 continuing engineering services contracts for various state, county and municipal agencies. His experience includes numerous projects ranging from transportation planning, PD&E studies and traffic engineering studies to large roadway and interchange design projects. Mr. Gwynn has also served as an expert in the area of access management and community awareness. PROJECT EXPERIENCE Highway Safety Program, Sumter County, FL, Sumter County. Mr. Gwynn serves as Principal-In-Charge. Volkert serves as the safety engineer for the development of a county wide safety improvement program. The intent of the program is to identify locations that are candidates for safety improvements using Federal Safety funds, FDOT funds or County funds, with the emphasis being on acquiring as much outside funding as possible. The project includes a county wide screening of accident data, development of candidate projects, establishment of a Traffic Safety Working Group, coordination with FDOT, and application for grants and safety funding. C-468 Widening from CR 505 to East of Florida s Turnpike, Sumter County, FL, Sumter County. Mr. Gwynn served as Principal-In-Charge. This project involved the widening from two to four lanes and the design of a new bridge overpass for approximately two miles of C-468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. Mr. Gwynn served as Principal-In-Charge. The project was for the PES performed to evaluate the future transportation needs along three and half miles of C-468. The PES determined the long-term transportation needs and developed necessary improvements. The existing two-lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Progress Energy was the most affected. Several coordination meetings were held with Progress Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. YEARS OF EXPERIENCE 31 years total 4 years with Volkert PROFESSIONAL LICENSES Professional Engineer, Florida No , 1991 Professional Engineer, Georgia No , 2000 Professional Engineer, Alabama No , 2001 Professional Engineer, Mississippi No , 2002 Professional Engineer, Kentucky No , 2003 EDUCATION MSCE, University of Florida, 1988 BSCE, US Military Academy at West Point, 1983 AFFILIATIONS Florida Engineering Society Institute of Transportation Engineers American Society of Highway Engineers National Society of Professional Engineers US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. Mr. Gwynn serves as Principal-In-Charge for the milling and resurfacing of this six-lane divided rural roadway for approximately five miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades include: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. The drainage and stormwater management design includes stormwater

19 David Gwynn, Jr., PE Principal-In-Charge Page 2 treatment and attenuation compensation, meeting existing Water Management District permitting requirements, ditch conveyance design, floodplain compensation, and side drain and cross drain extension analysis. Structural design includes upgrading signals at three intersections and sign post design. Project elements include roadway design, bike lane and sidewalk design, transit design and coordination, structural design, intersection improvements, surveying and mapping, R/W reclamation, drainage design, signing and pavement markings, signalization, lighting, utility coordination, MOT, cost estimating and environmental permitting. SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive, Pinellas County, FL, FDOT District 7. Mr. Gwynn served as Principal-In-Charge. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, signing and pavement markings, signalization upgrades, improvements to three intersections, new mast arms at Belcher Road, a new pedestrian bridge, lighting, utility coordination, PSTA coordination, R/W reclamation, traffic control plans, structural design, and public involvement. US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road, Zephyrhills, FL, FDOT District 7. As project manager, Mr. Osipov is responsible for project management, roadway design, drainage/permitting for improvements to US 301/ SR 39. We are designing safety improvements for this project, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections to will prevent drivers from making abrupt changes. Improvements include designing safer cross walks that are also more efficient and reconfiguring several intersections. SR 595/Alt 19 from Pinellas County Line to US 19/SR 55, Pasco County, FL, FDOT District 7. Mr. Gwynn served as Principal-In- Charge for the resurfacing and widening from two lanes to three lanes for a length of one mile. The design was for a three lane rural section with twelve foot travel lanes, a left turn center lane, five foot paved shoulders and sidewalks on each side, and bus landing pads. Services included roadway design, intersections, geotechnical, survey, drainage, signing and pavement markings, signalization, utility coordination, MOT, cost estimates, and environmental permitting. Drainage elements included cross drain extensions, partial closing of the existing open drainage system, coordination with planned commercial and Pasco County developments, and the minimization of floodplain impacts. A timber boardwalk, approximately 200 LF in length, was designed for installation over drainage ditches. Survey activities included control, alignment, right of way, and cross section surveys. Utility coordination involved direct coordination between six owners and the FDOT, and corresponding details on the plans. SR 80 from CR 833 to US 27 and SR 80/US 27 Interchange, Hendry County, FL, FDOT District 1. Mr. Gwynn served as Principal-In-Charge. The project was for the widening of two miles of SR 80 from two lanes to four lanes. The final typical section included two 12-foot lanes in each direction separated by a 64-foot grass median. The existing US 27 curve (a four lane section) was designed to be reconstructed to the east (no new travel lanes) to current standards. A combination of MSE walls and embankment was used for elevated portions of the roadway. A PD&E reevaluation was required due to alignment modifications recommended during the project Value Engineering study. The reevaluation consisted of environmental and engineering components, support documents and was completed on an accelerated schedule. Volkert developed the roadway, structural, and drainage plans; and coordinated utility relocations. Volkert personnel also provided cost estimates, permitting, and environmental coordination. US Business 41/SR 685/Florida Avenue from North of Fletcher Avenue to North of Bearss Avenue, Hillsborough County, FL, FDOT District 7. Mr. Gwynn served as Principal-In-Charge for the milling and resurfacing of over one mile of US 41/SR 685/Florida Avenue. This roadway is a five lane undivided urban minor arterial. In addition to roadway design, project elements included survey, MOT, signing and pavement markings, signalization, drainage and utility coordination. A lane specific pavement design was developed as a method to maximize cost savings. Volkert completed an inventory and assessment of existing drainage structures and provided recommendations to address minor flooding issues. In addition to standard milling and resurfacing plans, Volkert designed four-foot bike lanes, designed improvements to the existing curb ramps, repaired sidewalk hazards to meet ADA requirements, replaced signal loops within the signalized intersections, installed a traffic monitoring site, and placed new advanced street name signs for Fletcher Avenue and Bearss Avenue. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Transportation Manager, Mr. Osipov is overseeing the entire project production and schedule. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement.

20 Gene Quinn, PE, PLS QA/QC Manager INTRODUCTION Mr. Quinn is responsible for project management and quality control of major survey and roadway design contracts. He is experienced in all phases of roadway design, project management and preparation of construction plans for rural, urban arterial, intrastate and interstate highways including: interchange design, open swale and curb and gutter design, grading and drainage design of all types, closed conduit storm sewer design and analysis, water distribution system design, sanitary sewer collection system design, utility relocation plans, maintenance of traffic plans, preparation of signing and pavement marking plans, preparation of bid documents, cost estimating and contract administration. His has surveying and mapping experience in all phases of boundary, topographic, and design survey, geodetic survey using global positioning, construction staking, legal description preparation, R/W surveys and route surveys, preparation of record plats for subdivision of lands, and preparation of R/W control maps and R/W maps for transportation projects. PROJECT EXPERIENCE SR 25/US 27 from Lake Louisa to North of SR 50, Lake County, FL, FDOT District 5. Mr. Quinn served as QA/QC Manager for widening/reconstruction and structural improvements of the roadway for a length of five miles. The design was for widening of an existing four lane section to a six lane suburban section with 12-foot travel lanes and bike lanes in each direction. The project included the major intersection of Vista Del Lado Boulevard/Hartwood Marsh Road. Bridge widening was for SR 25 over SR 50 which is a four span AASHTO beam overpass with 47-foot main spans. The widening was applied to two twin bridges which were joined into one 108-foot wide bridge. Drilled shafts were utilized for the widening and the bridge was designed in accordance with LRFD Bridge Design Code. MSE walls, concrete cantilever walls and steel sheet piling walls were also included. Surveying and mapping activities included GPS horizontal control network, establishing project benchmarks, recovering, calculating and monumenting the centerline alignment, and preparation of alignment survey maps. The stormwater management facilities were designed to accommodate SJRWMD and FDOT design criteria for a closed basin design. Curb and gutter storm sewer design and extensive coordination with the FDOT and a land developer on four joint use stormwater management facilities was required. Services included roadway, structures, intersections, interchanges, geotechnical, drainage, signing and pavement markings, signalization, utility relocation, maintenance of traffic, cost estimates, and environmental permitting/mitigation. Bridge widening, R/W acquisition, and stormwater management were the major focus of this project. Another vital task was that of public involvement consisting of public meetings and coordination functions. YEARS OF EXPERIENCE 41 years total 12 years with Volkert PROFESSIONAL LICENSES Professional Engineer, Florida No , 1984 Professional Land Surveyor, Florida No. 4258, 1986 EDUCATION BSCE, University of Florida, 1982 US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. Mr. Quinn serves as Survey QA/QC Manager for the milling and resurfacing of this six lane divided rural roadway for approximately miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades include: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. The drainage and stormwater management design includes stormwater treatment and attenuation compensation, meeting existing WMD permitting requirements, ditch conveyance design, floodplain compensation, and side drain and cross drain extension analysis. Structural design includes upgrading signals at three intersections and sign post design. Project elements include roadway design, bike lane and sidewalk design, transit design and coordination, structural design, intersection improvements, surveying and mapping, R/W reclamation, drainage design, signing and pavement markings, signalization, lighting, utility coordination, MOT, cost estimating and environmental permitting.

21 Gene Quinn, PE, PLS QA/QC Manager Page 2 Bayshore Boulevard Redevelopment, Tampa, FL, City of Tampa. Mr. Quinn served as Survey QA/QC Manager. Bayshore Boulevard is a multi-use urban corridor and an unrestricted transportation route to downtown Tampa. Volkert redeveloped approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering design and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road rechannelization, and pedestrian/bicycle enhancements. The concrete rehabilitation portion of the project consisted of a six lane urban roadway both divided and undivided, and approximately 2,200 concrete pavement slabs were evaluated for rehabilitation. SR 580/Hillsborough Avenue from Race Track Road to East of Silvermill Drive, Hillsborough County, FL, FDOT District 7. Mr. Quinn served as Survey QA/QC Manager for the milling and resurfacing of two roadway sections totaling three miles. The first section was an eight lane divided urban roadway from Race Track Road to Double Branch Road comprised of 12-foot lanes, a 22- foot curbed grass median, curb and gutter, and sidewalks. The second section was a six lane, divided urban roadway from Double Branch Road to west of Silvermill Drive comprised of 12-foot lanes, a 19.5 foot curbed grass median, curb and gutter, paved shoulders and sidewalks. In addition to standard milling and resurfacing, the plans addressed the substandard curb ramps at the intersections, which were designed to conform to current ADA standards. The project required modification of an existing bridge including the reconfiguration of the traffic separator and travel lanes. Volkert developed plans for additional traffic railing barriers and pedestrian railing to create a protected sidewalk along the south edge of the bridge. Drainage elements included an inventory and assessment of existing drainage structures, recommendations to address minor flooding issues and securing the necessary permits and project approval from the USACE, SWFWMD and USACE. Project elements included roadway design, sidewalk design, structural design, intersection improvements, surveying, drainage design, signing and pavement markings, signalization, utility coordination, MOT, cost estimating and environmental permitting. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Project Manager, Mr. Quinn is also overseeing all QA/QC procedures. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. District Wide Surveying and Mapping, FDOT District 7. Mr. Quinn served as Survey QA/QC Manager for district wide surveying/ mapping services. Task assignments have included the following: SR 55/US 19, Citrus County, SR 35/US 301, Hernando County, SR 41/US 301 intersection, SR 45 Growers Corner Creek, SR 45/US 41 from Bell Lake Road to Tower Road, SR 93/I-75 from north of SR 54 to north of SR 52, SR 60/Court and Chestnut Streets, Clearwater, and I-4 Off Ramps, Hillsborough County. District Wide Surveying and Mapping, FDOT District 5. Mr. Quinn served as Principal-In-Charge for surveying/mapping services. Task assignments have included the following: SR 40, US 41 to CR 328, Marion County, SR 93/I-75, Sumter County, and SR 500, Lake County. District Wide Surveying and Mapping, FDOT District 2. Mr. Quinn serves as Survey QA/QC Manager for district wide surveying/ mapping services. Services have included the following: Primary Horizontal Control & Primary Vertical Control, Alignments, Design Survey & R/W Surveys, Certified Control Survey Maps, R/W Maps, Title Search Reports, Legal Descriptions, and TIITF Surveys and Sketches. SR 263/Capital Circle NW from Interstate 10 to US 27/North Monroe Street, Tallahassee, FL, FDOT District 5. Mr. Quinn served as Principal-In-Charge for the milling and resurfacing of three miles of a two lane rural highway from I-10 to US 27 (North Monroe Street). Volkert provided design for milling and resurfacing two travel lanes with auxiliary lanes and paved shoulders. A detour route was established with coordination with Leon County and the City of Tallahassee to reconstruct the existing rail road crossing. The design included a detailed MOT design with a detour route, pavement design, utility coordination, roadway design, signing and marking design, signalization design, permitting, and surveying. SR 15 from Governors Creek Bridge to Black Creek Bridge, Clay County, FL, FDOT District 2. Mr. Quinn served as Principal- In-Charge for the milling and resurfacing of three and half miles of SR 15 from Governors Creek Bridge to Black Creek Bridge. The design was for a four lane divided rural facility with paved shoulders. The project included milling and resurfacing design as well as improvements to the Harbor Road CR 209 East intersection and structural improvements to the Black Creek Bridge. Volkert services included access management, roadway design, utility coordination, permitting, signalization design, signing and marking design, and design surveying.

22 Gaelan Bishop, PE Project Engineer INTRODUCTION Mr. Bishop has 15 years of design experience on all types of FDOT facilities, both rural and urban including new construction. Mr. Bishop has provided design and QA/QC services for state and local agencies serving in various capacities which include project manager and project engineer. He has expertise in roadway design and planning, which includes interstate and arterial widenings/reconstructions, interchanges, milling and resurfacing. Mr. Bishop is also experienced in: drainage design, storm sewer design, stormwater pond design, environmental permitting pavement design, signing and pavement marking, utility coordination, electronic submittals, specifications, advanced MOT, community awareness, long range estimates, access management, and ADA design. Mr. Bishop started his career working for District 2 in the Roadway Design Office. He has extensive knowledge of FDOT standards and specifications as well as the ability to create a complete set of roadway and drainage plans in an extremely efficient manner. Mr. Bishop excels in his ability to produce plans that are outstanding from a bidability/constructability perspective. PROJECT EXPERIENCE Highway Safety Program, Sumter County, FL, Sumter County. As Project Manager, Mr. Bishop is responsible for overseeing the preparation of studies and reports, data collection, and coordination of meetings. Volkert serves as the safety engineer for the development of a county wide safety improvement program. The intent of the program is to identify locations that are candidates for safety improvements using Federal Safety funds, FDOT funds or County funds, with the emphasis being on acquiring as much outside funding as possible. The project includes a county wide screening of accident data, development of candidate projects, establishment of a Traffic Safety Working Group, coordination with FDOT, and application for grants and safety funding. C-468 Widening from CR 505 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As Roadway Engineer, Mr. Bishop assisted with roadway design for this project which involved the widening from two to four lanes and the design of a new bridge over Florida s Turnpike for approximately two miles of C-468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. Highway Safety Program, Sumter County, FL, Sumter County. As Project Manager, Mr. Bishop is responsible for preparation of studies and reports, data collection, and coordination of meetings. Volkert serves as the safety engineer for the development of a county wide safety improvement program. The intent of the program is to identify locations that are candidates for safety improvements using Federal Safety funds, FDOT funds, or County funds with the emphasis being on acquiring as much outside funding as possible. The project includes a county wide screening of accident data, development of candidate projects, establishment of a Traffic Safety Working Group, coordination with FDOT, and application for grants and safety funding. YEARS OF EXPERIENCE 15 years total 11 years with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 2004 EDUCATION BSME, Florida State University, 1996 CERTIFICATIONS/TRAINING FDOT Advanced Maintenance of Traffic FDOT Pavement Design FDOT Utility Coordination Training FDOT Electronic Submittal Training FDOT Specifications Training FDOT Long Range Estimating FDOT Access Management FDOT MicroStation v8 Update Training Americans with Disabilities for Roadway Design Bayshore Boulevard Redevelopment, Tampa, FL, City of Tampa. Mr. Bishop provided QA/ QC review of the concrete pavement rehabilitation design. Bayshore Boulevard is a multi-use urban corridor and an unrestricted transportation route to downtown Tampa. Volkert was chosen to redevelop approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering design and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road re-channelization, and pedestrian/ bicycle enhancements. The concrete rehabilitation portion of the project consisted of a six lane urban roadway both divided and undivided, and approximately 2,200 of concrete pavement slabs were evaluated for rehabilitation.

23 Gaelan Bishop, PE Project Engineer Page 2 SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Lead Roadway Engineer, Mr. Bishop is responsible for roadway design, utility coordination, access management, traffic control, quality control, drainage design, public involvement and maintaining the schedule. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. SR 25/US 27 from Lake Louisa to North of SR 50, Lake County, FL, FDOT District 5. As a Project Engineer, Mr. Bishop assisted with roadway design, utility coordination, access management, traffic control, quality control, drainage design, and the community awareness plan. The project was for widening/reconstruction and structural improvements of the roadway for a length of approximately five miles. The design was for widening of an existing four-lane section to a six-lane suburban section with 12-foot travel lanes and bike lanes in each direction. The project included the major intersection of Vista Del Lado Boulevard/Hartwood Marsh Road. Bridge widening was for SR 25 over SR 50 which is a four span AASHTO beam overpass with 47-foot main spans. Services included roadway, structures, intersections, interchanges, geotechnical, drainage, signing and pavement markings, signalization, utility relocation, MOT, cost estimates, and environmental permitting/ mitigation. Bridge widening, R/W acquisition, and stormwater management were the major focus of this project. Another vital task was that of public involvement consisting of public meetings and coordination functions. SR 63/North Monroe Street from I-10 to the Gadsden County Line, Leon County, FL, FDOT District 3. As Project Engineer, Mr. Bishop assisted with roadway design, access management, traffic control, utility coordination, quality control, drainage design, and the community awareness plan. The project included minor modifications to the I-10 interchange and provided drainage facilities along SR 63 and in the I-10/SR 63 infield. This project was permitted by four different agencies, Leon County, The City of Tallahassee, FDEP, USACE. As part of this project, the four lane rural roadway was milled and resurfaced and turn lanes were added at median crossovers. This required over 60 drainage structures to be modified to accommodate construction. Additionally, sidewalk was designed and intersections were modified. SR 263/Capital Circle NW from I-10 to US 27/North Monroe Street, Tallahassee, FL, FDOT District 5. As Project Engineer, Mr. Bishop was response for roadway design, access management utility coordination, traffic control and drainage design for the milling and resurfacing of approximately three miles of a two lane rural highway from I-10 to US 27/North Monroe Street. Volkert provided design for milling and resurfacing two travel lanes with auxiliary lanes and paved shoulders. A detour route was established with coordination with Leon County and the City of Tallahassee to reconstruct the existing rail road crossing. The design included a detailed maintenance of traffic design with a detour route, pavement design, utility coordination, roadway design, signing and pavements marking design, signalization design, permitting, and surveying. SW 40th Boulevard Extension from SW 47th Avenue to the Existing SW 40th Boulevard Terminus, Alachua County, FL, City of Gainesville. As Project Manager, Mr. Bishop oversaw the roadway horizontal and vertical alignment, stormwater design, pond siting, minimizing wetland impacts, floodplain compensation, intersection design and coordination of all activities required to complete the design. This less than a mile urban curb and gutter project introduced a new corridor parallel to I-75 in Gainesville. The new alignment connects two previously terminated roadways to maintain a continuous secondary route for local traffic from SR 26/ Newberry Road to SR 121/SW 34th Street. The design consisted of one intersection design. After thorough analysis of this roadway and the potential users, the City opted for a roundabout design that would accommodate the FDOT design vehicle WB62-FL and provide efficient traffic flow. The connecting portion of SW 47th Avenue and SW 40th Boulevard were realigned horizontally and vertically. The new corridor s alignment is located in a high water table area. The roadway has a closed storm sewer conveyance system that discharges into the designed wet detention basins. The drainage areas split into three sub basin watersheds which accommodated three different wet detention basins. The entire project has two closed watershed basins in a highly karst area. One section of the roadway encroached onto wetlands. In this area the roadway footprint was minimized by reducing the median and adjusted the sidewalk to demonstrate our desire to minimize wetland impacts. This project is in the SJRWMD permitting area. We coordinated with SJRWMD to modify existing permits and storm water basins on this project. Other utility coordination included water, gas, sanitary sewer, lighting, and communications. Project elements included, roadway design, geotechnical, traffic design, survey, structural, drainage, R/W mapping, legal descriptions, pond siting, environmental permitting, wetland mitigation, lighting, and subsurface utility designation. SR 222 from NW 24th Boulevard East to the Gainesville Regional Airport to end of the Four Lane Section, Alachua County, FL, FDOT District 2. As Project Manager and Engineer of Record Mr. Bishop oversaw the design and production for this project. This five mile section of roadway consisted of an urban five lane undivided section and an urban four lane divided section. This project milled and resurfaced the existing pavement, repaired sidewalk per the District preferences, upgraded curb ramps to meet ADA standards, installed picket railing to protect pedestrians and bicyclists, and drainage structure repairs. This project also coordinated with a recent railroad crossing upgrade that needed adjustments to the surrounding roadway surface.

24 Brian Kanely, PE Safety/Traffic/Signing & Pavement Markings INTRODUCTION Mr. Kanely s has over 40 years of experience including traffic calming/roundabouts, traffic/ transportation engineering designs/studies/reports, traffic operations, transportation planning, parking, development review and bicycle/pedestrian facilities. Prior to joining Volkert, he served the City of Gainesville, Florida for over 34 years as Traffic Engineering Director and Transportation Services Manager. PROJECT EXPERIENCE Highway Safety Program, Sumter County, FL, Sumter County. As Traffic Engineer, Mr. Kanely is responsible for preparation of studies and reports, data collection, and coordination of meetings. Volkert serves as the safety engineer for the development of a county wide safety improvement program. The intent of the program is to identify locations that are candidates for safety improvements using Federal Safety funds, FDOT funds, or County funds, with the emphasis being on acquiring as much outside funding as possible. The project includes a county wide screening of accident data, development of candidate projects, establishment of a Traffic Safety Working Group, coordination with FDOT, and application for grants and safety funding. C-468 Widening from CR 505 East of Florida s Turnpike, Sumter County, FL, Sumter County. As Traffic Engineer, Mr. Kanely assisted with the MOT design and coordinated with Sumter County, Lake County and FDOT District 5. This project involves the design for widening from a two lane to a four lane highway and new bridge over Florida s Turnpike for approximately two miles of CR 468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. CR 129 and CR 466A Widening/Reconstruction Oversight Inspection Services, Sumter County, FL, Sumter County. As Traffic Engineer, Mr. Kanely performed roadway oversight inspection services which included biweekly field visits to the project sites and attendance at construction meetings. Volkert was retained to provide roadway construction oversight services for the CR 129 and CR 466A roadway projects. The County did not have the staff to perform this work and Volkert provided these services to keep the County up to date with the progress of the construction work and inspection of maintenance of traffic activities. No Passing Zone Study, Nassau County, FL, FDOT District 2. As Project Engineer and Engineer of Record, Mr. Kanely was responsible for all project inventory/field work, establishing the new no passing zones, signing and pavement markings, roadway, and coordinating construction issues with the FDOT Project Manager. Volkert performed no passing studies on five rural roads (29 total miles) identified by FDOT as having a high traffic crash rate. The no passing studies consisted of obtaining field data of the existing no passing zones and highway signage and developing the recommended new no passing zones and corresponding pavement markings and highway signage. YEARS OF EXPERIENCE 41 years total 7 years with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 1977 EDUCATION MCE, North Carolina State University, 1972 BSCE, North Carolina State University, 1969 CERTIFICATIONS City of Gainesville Emergency Management Training FDOT Advanced Maintenance of Traffic Certificate AFFILIATIONS Institute of Transportation Engineers American Society of Civil Engineers Bayshore Boulevard Redevelopment, Tampa, FL, City of Tampa. As a QA/QC Reviewer, Mr. Kanely assisted with the QC review aspect of the roadway plans preparation. Bayshore Boulevard is a multi-use urban corridor and an unrestricted transportation route to downtown Tampa. Volkert was chosen to redevelop approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering design and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road re-channelization, and pedestrian/bicycle enhancements. The concrete rehabilitation portion of the project consisted of a six lane urban roadway both divided and undivided, and approximately 2,200 of concrete pavement slabs were evaluated for rehabilitation.

25 Brian Kanely, PE Safety/Traffic/Signing & Pavement Markings Page 2 Cellon Creek Preserve Traffic Impact Analysis Independent Review, Alachua, FL, City of Alachua. As Project Engineer, Mr. Kanely was responsible for all aspects of the preparation of the independent review. Volkert was retained to conduct an independent review of a traffic impact analysis performed by the transportation consultant for the Cellon Creek Preserve Project, a large mixed use project fronting US 441. Areas reviewed were the project impact and study area, existing conditions analysis, project trip generation, project trip distribution, background traffic growth, roadway link/intersection analysis and site access analysis. A section highlighting additional recommendations/observations was prepared. The independent review discovered numerous inconsistencies and areas of concern with the traffic impact analysis. The final recommendation was that all affected parties involved with the traffic impact analysis need to meet to resolve the technical discrepancies in the report and reach a concurrence on traffic study methodology issues. Transportation Study for the Legacy Project, Gainesville, FL, City of Gainesville. As Project Engineer, Mr. Kanely was responsible for all aspects of the transportation study including field work, report writing and coordination of activities with local government agencies. Volkert performed a transportation study for a mixed use development in the southwestern portion of Gainesville. The study examined the anticipated transportation impacts on the adjacent roadway network. A key component of the study was to develop the estimated multi-modal (non-auto) trips for this project due to its location in an area heavily populated with students. Traffic Safety Feasibility Study for Intersections Improvements at 131st Street at 82nd Avenue N, 131st Street at 86th Avenue N and 125th Street at 86th Avenue N, Pinellas County, FL, Pinellas County. As Traffic Engineer, Mr. Kanely is conducting preliminary assessments of the three intersections for both engineering and environmental analysis alternative designs and the development of the preliminary plans of conceptual design. A Design Traffic Report is being prepared for the study that will develop traffic forecasts utilizing recent traffic counts and traffic forecasts as obtained from the local LRTP model. The report will also provide supporting documentation for recommended queue lengths at existing intersections, pedestrian safety, and circulation improvements within the corridor. As safety is of utmost importance, we will review and analyze the County s RSA, crash data, and will address the schools and parents /publics concerns. The project also involves design analysis necessary to complete the preliminary engineering process, including queue length analysis; signalization; multi-modal accommodation; bicycle lane, paved shoulders, wide outside lanes; safety; and ADA features. Volkert is managing communication to and from all interested persons, groups, and organizations regarding the project, including elected officials kick-off letter, public kick-off meeting, school board hearings, MPO meetings, design alternatives public notification letter, and design alternatives public meeting. SR 16 at Wards Creek Culvert Replacement Detour Analysis, St. Johns County, FL, FDOT District 2. As Traffic Engineer, Mr. Kanely was responsible for preparing the detour analysis report. Volkert prepared roadway plans for a culvert replacement project on SR 16 at Wards Creek in western St. Johns County. A significant aspect of this project was to perform a detour analysis report to determine whether SR 16 could be closed to all traffic for a six month period with traffic rerouted via a detour on rural county roads or whether a detour was not feasible and a temporary culvert/ roadway would need to be built adjacent to the project site during the construction process. The report concluded that a detour was not feasible due to issues of substandard roadway conditions and excessive delay to the traveling public. The preparation of the detour analysis report required on site investigation of the roadway and traffic operations components of the proposed detour route, preparation of road user costs for the detour route, interviews with the St. Johns County Sheriff s Office, school board and Emergency Management Department, and coordination with the St. Johns County Public Works Department and FDOT. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Traffic Engineer, Mr. Kanely is responsible for reviewing traffic reports, MOT, and signing and markthis is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. SR 16 at Peters Creek Culvert Replacement No Passing Zone Study, Clay County, FL, FDOT District 2. As Traffic Engineer, Mr. Kanely was responsible for the field inventory of the existing no passing zones and highway signage, developing the new no passing zones, pavement markings, signage and writing the corresponding no passing zone report. Volkert prepared roadway plans for a culvert replacement project on SR 16 at Peters Creek. The roadway profile changed at the culvert replacement and on the approaches to the culvert. As a result of the change in the roadway profile, the existing no passing zones for approximately one mile on each side of the culvert had to be evaluated. SR 329/N Main Street from North 8th Avenue to North 23rd Avenue, Gainesville, FL, Alachua County. As Traffic Engineer, Mr. Kanely was responsible for the final preparation of the traffic signal and pavement marking plans for this project. The Main Street project included milling and resurfacing and converting a four lane roadway into a three lane roadway. Volkert provided construction cost estimation, access management, roadway design, specifications, public involvement, signalization design, signing and pavement marking design, and control and topographic survey.

26 Katie Agoado, EI Safety/Traffic/Signing & Pavement Markings INTRODUCTION Ms. Agoado has over two years of experience in roadway and bridge design as well as quantities and signing and pavement markings. She is proficient in MicroStation, AutoCAD, MathCAD, Microsoft Project, Microsoft Office and Fosse. PROJECT EXPERIENCE SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive, Pinellas County, FL, FDOT District 7. As Roadway Engineer, Ms. Agoado assists with roadway design. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, improvements to three intersections, signing and pavement markings, signalization upgrades at US 19, new mast arms at Belcher Road, a new pedestrian bridge, lighting, utility coordination, PSTA coordination, R/W reclamation, traffic control plans, structural design, and public involvement. US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road, Zephyrhills, FL, FDOT District 7. As Roadway Engineer, Ms. Agoado assists with roadway design and production. We are designing safety improvements for this project, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections to will prevent drivers from making abrupt changes. Improvements include designing safer cross walks that are also more efficient and reconfiguring several intersections. YEARS OF EXPERIENCE 2 years total 2 years with Volkert PROFESSIONAL LICENSE Engineer-In-Training, Florida No , 2009 EDUCATION MSCE, University of South Florida, 2010 BSCE, Florida State University, 2009 AFFILIATIONS American Society of Civil Engineers SR 80 from Indian Hills Drive to CR 833, Hendry/Glades Counties, FL, FDOT District 1. As Roadway Engineer, Ms. Agoado is responsible for roadway design of approach slabs and assisting production. The project is for the widening of the existing two-lane rural roadway to a four-lane divided rural roadway for a distance of approximately six miles. SR 80 is a major east/ west arterial providing connection to I-75, Fort Myers, US 27 and the east coast of Florida. The typical section will add two 12-foot lanes to the north that will serve as the westbound lanes. The existing lanes will be milled and resurfaced and converted to the eastbound lanes. The design also includes a 64-foot grassed median with accommodations for a future five-foot sidewalk, and design speed of 65 MPH. Project elements include roadway design, structural design, drainage, permitting, pond siting, lighting justification report, signal warrant analysis, traffic analysis, MOT, surveying and mapping, photogrammetry, geotechnical investigation, utility coordination, SUE, public involvement, PD&E reevaluation, environmental and cultural resources. Key project issues are: minimizing R/W at the two horizontal curve locations; drainage, permitting and stormwater pond siting; pavement design/base clearance; and threatened and endangered species. Martin Luther King Extension for the Elizabeth River Crossing Project, Portsmouth, VA, Elizabeth River Crossing, LLC/Parsons Brinkerhoff/Virginia Department of Transportation. As Structural Engineer, Ms. Agoado was responsible for designing abutments, producing the abutment drawings, and checking all pier designs. As a component of the Elizabeth River Crossing PPTA project and to provide controlled access connectivity, Volkert is managing engineering and design of the Martin Luther King Extension, a $207M, one-mile, four-lane, elevated, limited access, urban principal arterial. The project includes design of a new urban trumpet interchange at I-264, a new half-diamond interchange at High Street, modifications to the London Boulevard interchange, and two bridge widenings on I-264

27 Summer Ahrens, PE Roadway/MOT INTRODUCTION Ms. Ahrens is a roadway engineer with nine years of experience in roadway design on a variety of improvement projects ranging from conceptual layouts during PD&E to design/build. Her experience includes horizontal and vertical geometric design, superelevation calculation, design criteria, pavement design, site grading, utility coordination, design variations, signing and pavement markings, profile, cross sections, typical sections, guide signs, and quantities. She has thorough knowledge of MicroStation, GEOPAK and electronic delivery. PROJECT EXPERIENCE US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. As Roadway Engineer, Ms. Ahrens is assisting in the roadway design including cross slope analysis, driveway modifications, pavement design, sidewalk design, cross sections and other related plans production. The project consists of the milling and resurfacing of this six lane divided rural roadway for approximately five miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns. Project elements include roadway design, bike lane and sidewalk design, transit design and coordination, structural design, intersection improvements, upgrading the transit stops to meet ADA criteria, surveying and mapping, R/W reclamation, drainage design, signing and pavement markings, signalization, lighting, utility coordination, MOT, cost estimating and environmental permitting. Volkert minimized impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive, Pinellas County, FL, FDOT District 7. As Roadway Engineer, Ms. Ahrens is assisting in the roadway design for the milling and resurfacing for this project. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, signing and pavement markings, improvements to three intersections, signalization upgrades at US 19, new mast arms at Belcher Road, a new pedestrian bridge, lighting, utility coordination, PSTA coordination, R/W reclamation, traffic control plans, structural design, and public involvement. YEARS OF EXPERIENCE 9 years total 3 years with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 2010 EDUCATION BSCE, University of South Florida, 2004 CERTIFICATIONS Advanced MOT US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road, Zephyrhills, FL, FDOT District 7. As Roadway Engineer, Ms. Ahrens is assisting in the roadway design for widening, milling, and resurfacing improvements. We are designing safety improvements for this project, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections to will prevent drivers from making abrupt changes. Improvements include designing safer cross walks that are also more efficient and reconfiguring several intersections. SR 80 from Indian Hills Drive to CR 833, Hendry/Glades Counties, FL, FDOT District 1. As Lead Roadway Engineer, Ms. Ahrens is responsible for horizontal and vertical alignment,, design criteria, pavement design, creating cross sections and overseeing plans production. She is also assisting with signing and pavement markings design. The project is for the widening of the existing two-lane rural roadway to a four-lane divided rural roadway for a distance of approximately six miles. SR 80 is a major east/west arterial providing connection to I-75, Fort

28 Summer Ahrens, PE Roadway/MOT Page 2 Myers, US 27 and the east coast of Florida. The typical section will add two 12-foot lanes to the north that will serve as the westbound lanes. The existing lanes will be milled and resurfaced and converted to the eastbound lanes. The design also includes a 64-foot grassed median with accommodations for a future five-foot sidewalk, and design speed of 65 MPH. Project elements include roadway design, structural design, drainage, permitting, pond siting, lighting justification report, signal warrant analysis, traffic analysis, MOT, surveying and mapping, photogrammetry, geotechnical investigation, utility coordination, SUE, public involvement, PD&E reevaluation, environmental and cultural resources. Key project issues are: minimizing R/W at the two horizontal curve locations; drainage, permitting and stormwater pond siting; pavement design/ base clearance; and threatened and endangered species. Experience with Other Firms Gandy Boulevard East of the Gandy Bridge to Dale Mabry Highway, Hillsborough County, FL, FDOT District 7. As an Engineering Intern, Ms. Ahrens was responsible for compiling quantities including earthwork, plans production and producing electronic delivery submittals. She also assisted in utility coordination with 14 utility owners and multiple relocations. There were two UWHCA projects with the City of Tampa Water and Wastewater Departments that were included in the project design. Responsibilities included coordinating with the utility owners to identify conflicts and finalizing the UWSs. The goal of this roadway design project was to improve over two miles of the Gandy Boulevard corridor by converting the arterial from a five lane undivided section to a four lane divided roadway with enhanced aesthetics and landscaping features. Other improvements included installation of a raised median, additional turn lanes, upgraded traffic signals, decorative lighting, pavement rehabilitation and reconstruction, addition of a shared-use path, Dynamic Message Signage, CCTV integration of the signalized intersections, and upgrade of the closed drainage system. The project required a detailed public involvement program, including creation of a Community Aesthetics Advisory Committee, and a formal public hearing. SR 54 from East of CR 577/Curley Road to East of CR 579/ Morris Bridge Road, Pasco County, FL, FDOT District 7. As Project Engineer, Ms. Ahrens assisted in setting the geometry and completed design calculations, cross sections and other various plan elements for SR 54 from east of Curley Road to east of Morris Bridge Road within Wesley Chapel, a distance of approximately five miles up to the Phase I Plans. Three typical sections were utilized in the design; a four lane urban section with two auxiliary lanes, a four lane suburban expandable to a six lane urban, and a four lane urban section. Additional improvements included a sidewalk, jointuse path along the entire corridor, bike lanes, traffic signals and utility improvements. Extensive coordination with numerous major developments along the corridor and Pasco County was required. District Wide Enhancement Design, FL, FDOT District 7. As an Engineering Intern, Ms. Ahrens was responsible for plans production, cross sections and compiling quantities for the Zephyrhills Sidewalk Project, 7th Street design and construction of 1.5 miles of sidewalks along the east side of 7th Street from B Avenue to US 301. She also assisted in the utility coordination with five utility owners. Ms. Ahrens also completed the back of sidewalk profile, electronic delivery and finalized the horizontal layout. The purpose of the project is to improve mobility for pedestrians within the City of Zephyrhills. SR 21/Old Jennings Road to Knight Boxx Road, Clay County, FL, FDOT District 2. As an Engineering Intern, Ms. Ahrens was responsible for the layout of geometrics, plans production and cross sections to provide a modified typical section approach. She also assisted in utility coordination with four utility owners and multiple relocations; responsibilities included coordinating with the utility owners to identifying conflicts. The project design entailed multiple roadway alternatives, with one chosen to be fully developed. The final design featured a six lane roadway and bridge with upgraded lighting, sound barrier walls, sidewalks and bike lanes in both directions. In addition, two pond sites were also developed. SR 55/US 19 from North of Fort Island Trail to North of NE 1st Terrace, Citrus County, FL, FDOT District 7. As an Engineering Intern, Ms. Ahrens was responsible for assisting with plans production, quantities, utility coordination, electronic delivery and revisions. The 3R project was for design and safety upgrades for a mile. Modifications to the FIHS facility extended from R/W to R/W, and included upgrades to ADA standards, a 21-foot raised median replacing the existing two-way left turn lane, and a 12-foot multi-use trail along both sides of the corridor. Existing drainage ditches were relocated and expanded to provide attenuation and treatment for additional runoff. Roadway and signals plans were provided. SR 600/Hillsborough Avenue from Nebraska Avenue to 50th Street, Tampa, FL, FDOT District 7. As an Engineering Intern, Ms. Ahrens was responsible for layout of geometrics, signing and pavement markings, MOT, plans production, quantities, public involvement exhibits, utility coordination, LRE and project cost estimates, and electronic delivery. The safety project installed median channelization to an existing seven lane section by eliminating the center two way left turn lane. Park Road from I-4/SR 400 to Sam Allen Road, Hillsborough County, FL, FDOT District 7. As an Engineering Intern, Ms. Ahrens was responsible for assisting with plans production, quantities, utility coordination, and electronic delivery. The project was for the widening of Park Road to provide four through lanes with a 40-foot depressed median for approximately less than a mile. Construction costs were reduced by reducing pavement design and maintaining existing roadway geometry. The reconstruction project also included less than a mile of improvements to West Sam Allen Road and east of Park Road. The work also provided for the addition of a westbound left turn lane and an eastbound right turn lane on Sam Allen Road, and five foot sidewalks along both sides.

29 Justin Cullen Roadway/MOT INTRODUCTION Mr. Cullen is a CADD Designer with over 11 years of experience on similar projects including widening, milling and resurfacing projects. PROJECT EXPERIENCE Highway Safety Program, Sumter County, FL, Sumter County. As CADD Designer, Mr. Cullen assisted with preliminary engineering safety studies to identify potential candidate county roadways for federal safety funding. The projects consisted of obtaining traffic crash data, summarizing the crash data in tabular format, performing a field review of the roadway and preparing a technical memo describing the results of the crash data and field review. The studies are forwarded to FDOT District 5 Safety Office for an in depth safety review, development of a benefit cost ratio and processing for approval for federal highway funds to construct the recommended safety improvements. C-468 Widening from CR 505 East of Florida s Turnpike, Sumter County, FL, Sumter County. As CADD Designer, Mr. Cullen assisted with designs for widening, milling and resurfacing C-468 from CR 505 to east of the Florida s Turnpike. This project involves the design of a four lane highway and new bridge over Florida s Turnpike for approximately two miles of CR 468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. YEARS OF EXPERIENCE 11 years total 6 years with Volkert C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As CADD Designer, Mr. Cullen was responsible for assisting with the preliminary engineering study. The project was for the PES performed to evaluate the future transportation needs along three and half miles of C-468. The PES determined the longterm transportation needs and developed necessary improvements. The existing two-lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Duke Energy was the most affected. Several coordination meetings were held with Duke Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. SR 595/Alt 19 from Pinellas County Line to US 19/SR 55, Pasco County, FL, FDOT District 7. As CADD Designer, Mr. Cullen was responsible for assisting with the roadway design. The project was for the resurfacing and widening from two lanes to three lanes for a length of one mile. The design was for a three lane rural section with 12-foot travel lanes, a left turn center lane, five foot paved shoulders and sidewalks on each side, and bus landing pads. Services included roadway design, intersections, geotechnical, survey, drainage, signing and pavement markings, signalization, utility coordination, MOT, cost estimates, and environmental permitting. Drainage elements included cross drain extensions, partial closing of the existing open drainage system, coordination with planned commercial and Pasco County developments, and the minimization of floodplain impacts. Survey activities included control, alignment, R/W, and cross section surveys. Utility coordination involved direct coordination between six owners and the FDOT, and corresponding details on the plans.

30 Charles Samuels Drainage/Permitting INTRODUCTION Mr. Samuels has 38 years of experience and an extensive background in all aspects of stormwater management, bridge hydraulics, open channel hydraulics, and basin hydrology. He is skilled in the use of state-of-the art computer technologies associated with his field of expertise (ICPR, ASAD, WSPRO, FESWMS, HEC-15, HEC-18, HY-8, TR-55, TR-20, BRN, HYDRAIN, THYSIS, MODFLOW, MODRET, HCSWMM, etc.) as well as spreadsheet applications. He has served as project manager and/or project engineer on well over 200 design and/or planning projects during his career. He has significant experience in the design, permitting and construction of stormwater management and floodplain mitigation facilities for surface water runoff as well as innovative design aspects that have become standard practice in his field. His job responsibilities include planning, coordination, design development, plans production and permitting for drainage systems and stormwater management facilities for transportation projects. PROJECT EXPERIENCE C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As Plans Reviewer, Mr. Samuels was responsible for plans review and QC. The project was for the PES performed to evaluate the future transportation needs along three and half miles of C-468. The PES determined the long-term transportation needs and developed necessary improvements. The existing two-lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Progress Energy was the most affected. Several coordination meetings were held with Progress Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. YEARS OF EXPERIENCE 38 years total 3 years with Volkert EDUCATION Attended Polk Community College, Valdosta State College, Abraham Baldwin Agricultural College AFFILIATIONS Florida Engineering Society American Society of Highway Engineers C-468 Widening from CR 505 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As Drainage and Permitting Designer, Mr. Samuels provided drainage design, permitting, and plans. This project involves the design of a four lane highway and new bridge over Florida s Turnpike for approximately two miles of C-468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. As Lead Drainage and Permitting Designer, Mr. Samuels is responsible for drainage design and plans, floodplain analysis, cross drain analysis, stormwater management design and permits. The project consists of the milling and resurfacing of this six lane divided rural roadway for approximately five miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades include: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. The drainage and stormwater management design includes stormwater treatment and attenuation compensation, meeting existing WMD permitting requirements, ditch conveyance

31 Charles Samuels Drainage/Permitting Page 2 design, floodplain compensation, and side drain and cross drain extension analysis. Structural design includes upgrading signals at three intersections and sign post design. Project elements include roadway design, bike lane and sidewalk design, transit design and coordination, structural design, intersection improvements, surveying and mapping, R/W reclamation, drainage design, signing and pavement markings, signalization, lighting, utility coordination, MOT, cost estimating and environmental permitting. SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive, Pinellas County, FL, FDOT District 7. As Drainage and Permitting Designer, Mr. Samuels assisted with drainage design and plans, and stormwater management permits. The drainage and stormwater design includes: a bridge hydraulic report, no rise certification, ditch conveyance design, floodplain compensation, side drain analysis and drainage improvements from Graham Drive to Marilyn Street. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, signing and pavement markings, improvements to three intersections, signalization upgrades at US 19, new mast arms at Belcher Road, a new pedestrian bridge, lighting, utility coordination, PSTA coordination, R/W reclamation, traffic control plans, structural design, and public involvement. US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road, Zephyrhills, FL, FDOT District 7. As Drainage and Permitting Designer, Mr. Samuels is responsible for the drainage design and plans, and stormwater management permits for improvements. We are designing safety improvements for this project, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections to will prevent drivers from making abrupt changes. Improvements include designing safer cross walks that are also more efficient and reconfiguring several intersections. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Lead Drainage and Permitting Designer, Mr. Samuels is responsible for drainage design and plans, floodplain analysis, cross drain analysis, stormwater management design and permits. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/ Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. SR 80 from Indian Hills Drive to CR 833, Hendry/Glades Counties, FL, FDOT District 1. As Lead Drainage and Permitting Designer, Mr. Samuels is responsible for: drainage design, supervision and plans development; base clearance water elevation evaluation; design of roadway ditches, stormwater management facilities and storm drain facilities; and optional culvert material analysis. The project is divided into seven major drainage basins which are defined by the major canal/waterway crossings. A Pond Siting Report will be prepared, identifying three alternatives per basin. Dry treatment along with wet detention ponds are anticipated and stormwater conveyance will be via open ditches. The project is for the widening of the existing two lane rural roadway to a four lane divided rural roadway for a distance of approximately six miles. SR 80 is a major east/west arterial providing connection to I-75, Fort Myers, US 27 and the east coast of Florida. The typical section will add two 12-foot lanes to the north that will serve as the westbound lanes. The existing lanes will be milled and resurfaced and converted to the eastbound lanes. The design also includes a 64-foot grassed median with accommodations for a future five foot sidewalk, and design speed of 65 MPH. Project elements include roadway design, structural design, drainage, permitting, pond siting, lighting justification report, signal warrant analysis, traffic analysis, MOT, surveying and mapping, photogrammetry, geotechnical investigation, utility coordination, SUE, public involvement, PD&E reevaluation, environmental and cultural resources. Key project issues are: minimizing R/W at the two horizontal curve locations; drainage, permitting and stormwater pond siting; pavement design/ base clearance; and threatened and endangered species. SR 80 from CR 833 to US 27 and SR 80/US 27 Interchange, Hendry County, FL, FDOT District 1. As Drainage and Permitting Designer, Mr. Samuels assisted with drainage design and plans, and stormwater management permits. Drainage and permitting for this project included TMDL evaluation, base clearance, agricultural operations, floodplain compensation and endangered species. Close coordination with SFWMD, FDEP and two 298 Water Control Districts (WCDs) enabled Volkert to proceed with advanced ERP permitting. Volkert obtained authorization from the WCDs and the adjacent property owner to not provide floodplain impact compensation, secured the WCDs approval of proposed bridge and culvert improvements and approval from FDEP and the WCDs to waive limiting discharge criteria. The project was for the widening of two miles of SR 80 from two lanes to four lanes. The final typical section included two 12-foot lanes in each direction separated by a 64-foot grass median. The existing US 27 curve (a four-lane section) was designed to be reconstructed to the east (no new travel lanes) to current standards. A combination of MSE walls and embankment was used for elevated portions of the roadway.

32 Cory Young, PE Drainage/Permitting Engineer INTRODUCTION Mr. Young has over 30 years of design experience on a wide variety of transportation projects. He has participated as both Project Engineer and EOR from conception through construction. Mr. Young s design experience encompasses both major and minor design projects that includes providing roadway, drainage, and utility design services as well as environmental permitting, pavement design, and traffic control plans. Mr. Young also has six years of roadway construction management experience. Three of those years were as a FDOT Resident Construction Engineer (1990 to 1993) and the other three as a CEI Senior Project Engineer/Administrator (dual role) from 2005 to This construction management experience on projects ranging from mill and resurfacing to four-lane urban reconstruction and six-lane interstate reconstruction has greatly enhanced Mr. Young s design capabilities. PROJECT EXPERIENCE SR 406, Brevard County, FL, FDOT District 5. As the Project Manager, Mr. Young was responsible for overseeing the survey and roadway design of three miles of milling and resurfacing of urban four-lane divided highway. This project included mast arm signals, signing and pavement markings, geotech, utility coordination, sidewalk and drainage design. SR 518, Brevard County, FL, FDOT District 5. As the Project Manager, Mr. Young was responsible for overseeing the survey and roadway design of four miles of milling and resurfacing of urban four-lane divided highway. The project included mast arm signals, signing and pavement markings, geotech, utility coordination, drainage and permitting. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Drainage Engineer, Mr. Young is responsible for assisting with the drainage design. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. SW 37th Boulevard, Gainesville, FL, Alachua County. As Drainage Engineer, Mr. Young was responsible for designing the drainage improvements for this urban two-lane arterial curb and gutter roadway was designed for David Fort, a private developer along with the Alachua County Public Works Department. The project consisted of signing, pavement marking, signalization, intersection design, storm sewer design and environmental permitting. SR 63, Leon County, FL, FDOT District 3. As the Project Manager, Mr. Young was responsible for the survey and design of approximately seven miles of milling, widening and resurfacing of urban/rural four-lane divided highway. The survey and design included signals, signing and pavement markings, drainage, permitting, sidewalks, geotech, utility coordination and public information meetings. YEARS OF EXPERIENCE 30 years total 2 years with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 1989 EDUCATION BSCE, University of Florida, 1983 CERTIFICATIONS Quality Control Manager Final Estimates, Level 1 & 2 Advanced MOT Certified TIN NO. Y SR 200 (US 301), SR 8 (I-10) Interchange, Duval County, FDOT District 2. As Roadway and Drainage Engineer, Mr. Young was responsible for designing drainage for the major improvements to this limited access interstate interchange. Mr. Young provided design for the analysis and redesign of the ramp network and geometry which included the design of an extended 2,000-foot long merge lane on I-10, the redesign of curb and gutter and storm sewer improvements on both US 301 and I-10, and environmental permitting for the project.

33 Michelle Eguia Utility Coordination INTRODUCTION Ms. Eguia has 16 years experience in the engineering field. Her experience consists of utility coordination, review of utility/access permits, field inspection of utility improvements/relocations, field support, UWHC and construction assistance. Additionally, she has assisted with PD&E reevaluations and public involvement on numerous projects. PROJECT EXPERIENCE C-468 Widening from CR 505 to East of Florida s Turnpike, Sumter County, FL, Sumter County. Ms. Eguia is the Deputy Project Manager and Utility Coordinator for this project which involved the widening from two to four lanes and the design of a new bridge over Florida s Turnpike for approximately two miles of C-468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. Ms. Eguia reviewed and compiled the PES final reports and summary documents. The project was for the PES performed to evaluate the future transportation needs along three and half miles of C-468. The PES determined the long-term transportation needs and developed necessary improvements. The existing two lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Progress Energy was the most affected. Several coordination meetings were held with Progress Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. YEARS OF EXPERIENCE 16 years total 10 years with Volkert EDUCATION BA, Business Administration, St. Leo University, 2004 AS, Architecture and Building Construction Technology, Hillsborough Community College, 1999 AA, Hillsborough Community College, 1999 AFFILIATIONS American Society of Highway Engineers Bayshore Boulevard Redevelopment, Tampa, FL, City of Tampa. Ms. Eguia served as Project Coordinator. Bayshore Boulevard is a multi-use urban corridor and an unrestricted transportation route to downtown Tampa. Volkert was chosen to redevelop approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering design and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road rechannelization, and pedestrian/bicycle enhancements. SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive, Pinellas County, FL, FDOT District 7. Ms. Eguia is assisting with public involvement activities. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, improvements to three intersections, signing and pavement markings, signalization upgrades at US 19, new mast arms at Belcher Road, a new pedestrian bridge, lighting, utility coordination, PSTA coordination, R/W reclamation, traffic

34 Michelle Eguia Utility Coordination Page 2 control plans, structural design, and public involvement. SR 80 from Indian Hills Drive to CR 833, Hendry/Glades Counties, FL, FDOT District 1. Ms. Eguia is providing utility coordination and assisting with project coordination, PD&E reevaluation, public involvement, and contract support. The project is for the widening of the existing two-lane rural roadway to a fourlane divided rural roadway for a distance of approximately six miles. SR 80 is a major east/west arterial providing connection to I-75, Fort Myers, US 27 and the east coast of Florida. The typical section will add two 12-foot lanes to the north that will serve as the westbound lanes. The existing lanes will be milled and resurfaced and converted to the eastbound lanes. The design also includes a 64-foot grassed median with accommodations for a future five-foot sidewalk, and design speed of 65 MPH. Project elements include roadway design, structural design, drainage, permitting, pond siting, lighting justification report, signal warrant analysis, traffic analysis, MOT, surveying and mapping, photogrammetry, geotechnical investigation, utility coordination, SUE, public involvement, PD&E reevaluation, environmental and cultural resources. Key project issues are: minimizing R/W at the two horizontal curve locations; drainage, permitting and stormwater pond siting; pavement design/ base clearance; and threatened and endangered species. SR 80 from CR 833 to US 27 and SR 80/US 27 Interchange, Hendry County, FL, FDOT District 1. Ms. Eguia assisted with project coordination, public involvement, PD&E reevaluation, utility coordination, contract support, and post design services. The project was for the widening of two miles of SR 80 from two lanes to four lanes. The final typical section included two 12-foot lanes in each direction separated by a 64 foot grass median. The existing US 27 curve (a four lane section) was designed to be reconstructed to the east (no new travel lanes) to current standards. A combination of MSE walls and embankment was used for elevated portions of the roadway. A PD&E reevaluation was required due to alignment modifications recommended during the project Value Engineering study. The reevaluation consisted of environmental and engineering components, support documents and was completed on an accelerated schedule. Volkert developed the roadway, structural, and drainage plans; and coordinated utility relocations. Volkert personnel also provided cost estimates, permitting, and environmental coordination. SR 25/US 27 from SR 60 to Towerview Boulevard, Polk County, FL, FDOT District 1. Ms. Eguia provided utility coordination support services including field review of utility relocations, utility testing certifications, and utility work by highway contractor (UWHC) contracts and associated permits for utility clearances from FDEP. Utility coordination with the City of Lake Wales was in conjunction with the UWHC. The project was for the widening of an approximately three mile segment of US 27 from a four-lane rural section to a six-lane urban and suburban facility. Services included roadway and drainage design, pond siting, permitting, structural design and landscaping. The design for approximately one mile involved roadway widening to an urban typical section and provided a 30-foot raised median with three 12-foot travel lanes, four foot bike lanes and eight-foot sidewalks in each direction. The remaining two miles were designed as a suburban section with a 40-foot depressed median. The Volkert design produced significant economic savings by reducing the PD&Es number of recommended ponds from six to three by utilizing stormwater treatment located in ditches and compensatory treatment, utilizing offsite areas to offset new pavement areas that could not be treated. The reduction of ponds resulted in substantial R/W savings and lessened the impact to the community. SR 25/US 27 from Lake Louisa to North of SR 50, Lake County, FL, FDOT District 5. Ms. Eguia provided coordination and public involvement assistance for widening/reconstruction and structural improvements of the roadway for a length of approximately five miles. The design was for widening of an existing four-lane section to a six-lane suburban section with 12-foot travel lanes and bike lanes in each direction. The project included the major intersection of Vista Del Lado Boulevard/Hartwood Marsh Road. Bridge widening was for SR 25 over SR 50 which is a four span AASHTO beam overpass with 47-foot main spans. Services included roadway, structures, intersections, interchanges, geotechnical, drainage, signing and pavement markings, signalization, utility relocation, MOT, cost estimates, and environmental permitting/mitigation. Bridge widening, R/W acquisition, and stormwater management were the major focus of this project. Another vital task was that of public involvement consisting of public meetings and coordination functions. Intersection Improvement Projects, Hillsborough County, FL, FDOT District 7. Ms. Eguia provided project coordination for three intersections in Hillsborough County under a single design contract. The three intersections were: SR 39 at McGee Road This project involved the design for widening SR 39 to provide a northbound left turn onto McGee Road. The project also provided for increased turning radii to accommodate the truck traffic at the intersection. US 301 at McIntosh Road This project involved the design for the reconstruction of a portion of McIntosh Road to improve alignment and grade for the intersection with US 301. The design also provided for the widening of US 301 to provide for a turn lane at McIntosh Road, resurfacing US 301 within the limits of construction, and improving the existing turning radii to accommodate heavy vehicle traffic. R/W acquisition was required. SR 574 at McIntosh Road This project involved the design for the widening of SR 574 to provide a westbound right turn lane onto McIntosh Road. Services included resurfacing SR 574 within the area of construction and replacement of the existing traffic signal. Additional R/W was required. Services for these intersection designs included the development of roadway plans, MOT, drainage, geotechnical, signing and pavement markings, signalization, utility adjustment plans, cost estimates, and quantity computation books.

35 Buddy Covington Environmental INTRODUCTION Mr. Covington has 20 years of experience in the assessment, study, planning, and development of major transportation projects across the Southeast, including numerous projects for FDOT. He coordinates and prepares environmental documents for federal, state, municipal, and private sector projects. His experience includes NEPA documentation for large-scale transportation projects, as well as coordination with multiple federal and state agencies for permitting and environmental compliance. Mr. Covington has managed environmental issues such as 4(f), 6(f), 106, wetlands, cultural resources, protected species, hazardous material sites, noise receptors and air quality for numerous transportation projects. He has also provided expert testimony for the Alabama Department of Environmental Management and private developers. PROJECT EXPERIENCE C-468 Preliminary Engineering Study (PES) from US 301 to East of Florida s Turnpike, Sumter County, FL, Sumter County. Mr. Covington served as Environmental Manager and reviewed the PES performed to evaluate the future transportation needs along three and half miles of C-468. The PES determined the long-term transportation needs and developed necessary improvements. The existing two-lane roadway will not meet future capacity and mobility needs due to anticipated growth in the area. The projected growth includes the planned Turnpike interchange, the Wildwood Springs DRI, the Southern Oaks DRI, and the expansion of The Villages. Improvements to C-468 will provide increased mobility by improving operations and enhancing safety characteristics. The primary elements of the PES included roadway concept development, engineering analyses, a Bridge Development Report, a Cultural Resource Assessment, environmental impact evaluations, a Pond Siting Report, utility coordination and public involvement. Alternative pond sites, including joint use and linear ponds, were identified to address stormwater management requirements, which are based on closed basin attenuation criteria. Utility coordination included nine utility owners within the project limits; Progress Energy was the most affected. Several coordination meetings were held with Progress Energy to discuss issues of conflict and the appropriate solutions. A public information meeting was held with those in attendance expressing minimal comments or concerns. A presentation was given to the Sumter BOCC summarizing the PES and its improvements were unanimously accepted. SR 30 Bayshore Road to Portside Drive, FDOT District 3. Mr. Covington served as Environmental Principal-in-Charge for this PD&E reevaluation. The primary focus of this reevaluation was a four mile segment of SR 30 (US 98), from Bayshore Drive to Portside Drive. The project development process was conducted in accordance with FDOT s PD&E Manual, and the project was divided into two phases. During Phase I, Volkert performed the reevaluation and engineering services to determine the need to modify the project and evaluate changes in impact. The concept design addressed special treatments and/or additional lanes at major intersections and widening of cross streets up to 650 feet in each direction. Design included a conceptual drainage design. Phase II included development of construction plans consisting of roadway and intersection plans, surveys, developing a lighting justification report, drainage improvements, signing and pavement marking plans, signalization improvements, utility relocation, R/W acquisition, and environmental permit compliance. YEARS OF EXPERIENCE 20 years total 17 years with Volkert CERTIFICATION FDOT Traffic Noise Analysis Certificate No. 142 EDUCATION BS Geology, University of Alabama, 1993 BS Marine Science, University of Alabama, 1993 TRAINING ETDM Training Course BT Traffic Noise Analysis, Course BT Design Conference District 3 Highway Traffic Noise Analysis TNM/Stamina Documenting NEPA and Transportation Decision Making Course No ; NHI/FHWA Environmental Workshop, Transportation Decision Making Through Environmental Leadership FHWA FHWA Southern Resource Center Course, CAL3QHC U.S. DOT SR 87 from the North End of the Clear Creek Bridge to the Alabama State Line, FDOT District 3. Environmental Principal-in-Charge for PD&E study for State Road 87, a minor rural arterial, runs 21 miles from north of the Clear Creek Bridge to the Alabama state line. Environmental services involved analyzing existing conditions, determining impacts, coordinating with environmental agencies, and preparing environmental documentation to receive FHWA location design approval. A number of environmental reports were prepared including the contamination screening report, air screening report, wildlife and habitat report, noise study report, wetlands evaluation report, and the EA. Primary environmental impacts along the corridor included impacts to wetlands, prime and unique farmlands, residences, and businesses. Volkert s efforts included minimizing impacts to the prime and unique farmlands through coordination with the

36 Buddy Covington Environmental Page 2 Natural Resource Conservation Service (NRCS). There were 87 federally and state listed threatened and endangered species provided to FDOT, through ETDM, by the USFWSas potentially occurring along the corridor. Volkert Ecologists were able to reduce the list to 50 based on knowledge of required habitat and corridor land use analysis. The project site was investigated for potential contamination due to gas stations and farming by researching existing databases and conducting site reviews. The social impacts included relocation and impacts to residences and businesses in the project area. Volkert also developed cost estimates using the FDOT s Long Range Estimating (LRE) software; developed R/W estimates for each alternative; conducted a value engineering study; conducted public meetings/hearings to obtain input from stakeholders and to gain support and determine the preferred alignment. Conceptual plans and a preliminary engineering report documented alternatives considered and the preferred alternative. SR 30E Cape San Blas from North of Test Site D3A Entrance to Coastline Drive, FDOT District 3. Environmental Principalin-Charge for this project which involved the completion of a PD&E study of a two-mile section of SR 30E. The study provided documentation necessary for FDOT to reach a decision on the type, design, and location of needed improvements in the most vulnerable and environmentally sensitive portion of the road. The overall objective was to provide for preservation of the SR 30E roadway, public and private property, and natural resources. The improvements were required to withstand a 100-year storm event and minimize adverse impacts associated with the long-term erosion along the shoreline. US 98 and 23rd Street Contamination Assessment EA Support Document, Feasibility and PD&E Study, Panama City, FL, FDOT District 3. As Document Coordinator, Mr. Covington was responsible for documenting the information necessary for FDOT District 3, to determine the location, conceptual design and feasibility of implementing an intersection improvement at US 98 and 23rd Street that would handle future traffic volumes while improving access to the Port of Panama City. Factors considered in the analysis included traffic and engineering analysis, environmental impacts, and aesthetic considerations. The project also consisted of obtaining various state databases, field survey of R/W along 23rd Street and US 98, and phone calls to various city officials. A contamination evaluation report was written detailing sites that contain hazardous materials and/or petroleum hydrocarbons and the impact the sites would have on potential corridors. An EA support document was written detailing socioeconomic impacts, wetland impacts, noise impacts, hazardous material site impacts, and other impacts of the proposed project. Mr. Covington was responsible for QA/QC for all environmental documents written for this project and certification that these documents were in compliance with FDOT policies and guidelines. US 431 Corridor Study from Boaz to Guntersville, AL. Mr. Covington serves as the Environmental Scientist for this project. Volkert will perform a corridor study on approximately 14 miles of US 431 from the Marshall/Etowah County line to SR 205. The corridor is being studied in order to determine ways to improve the capacity and traffic flow on the existing facility. US 431 passes through the towns of Boaz, Albertville and Guntersville. Volkert will perform the final design survey, the corridor study, roadway design, and environmental services. It is anticipated that an EA/FONSI will be required to gain environmental approval. The highway is heavily developed on both side, so environmental issues will include air, noise, cultural resources and hazardous materials. Environmental Services include a wetland survey, a Threatened and Endangered Species survey, and a Noise Impact Analysis. The wetland survey found that no jurisdictional wetlands were located within the existing R/W and therefore none would be impacted by this project. All crossing will be culverted in order to prevent impairment of the affected water-bodies. A field survey was conducted during the spring to identify possible sources of hazardous materials along the project corridor. It was concluded that of the 82 sites near the corridor, two were of particular concern in relation with the project due to their close proximity to R/W and facility history. ALDOT s Materials & Testing Division is currently conducting investigations of both sites. The investigation consists of soil sampling and analysis at the edge of the R/W nearest to each site. A field survey was conducted in order to identify all noise sensitive receptors (NSRs) within 500 ft of the proposed project. Locations of all NSRs were noted on aerial photographs of the project area. These sites will be modeled using the FHWA s STAMINA Noise Model in order to predict future noise levels as a result of the project. Approximately 90% of the corridor has been developed and most areas that have not been developed have been disturbed. Therefore, archaeological sites are not expected will the construction limits of the project. However, an archaeologist will be performing a field survey upon determination of a final construction limit boundary. A cultural resources survey will also be conducted to identify any structures within the Area of Potential Effect (APE) that are listed in or eligible for the National Register of Historic Places. I-55 Feasibility Study, Hinds County, Mississippi DOT. Environmental Specialist for this feasibility/constructability study for approximately five miles of the I-55 corridor, from Byram to McDowell Road. It involves interchange improvement projects at Wynndale Road, Siwell Road, Elton Road, Savanna Street, and Daniel Lake Boulevard. It will also assess the need to construct an overpass at Old Byram Road. All improvements are based on traffic flow and analyses of existing and future traffic needs. Volkert conducted engineering/technical assistance to perform the feasibility study. This included engineering and environmental studies, traffic analyses, and development of any needed conceptual design plans for recommended improvements to roadway or bridges associated with the interchange. It is anticipated that improvements will include addition, removal, or modification of interstate access points; lane additions to roadways and possibly off/on ramps; and improvements to local streets near the affected interchanges.

37 Nicole Harris, PE Public Involvement INTRODUCTION Ms. Harris has over eight years of transportation experience. Having worked for FDOT District 1 as a Professional Engineer (PE) Trainee and PD&E Project Manager, her experience includes project management, highway planning and design, construction, maintenance, traffic operations, drainage design and public involvement. Ms. Harris has managed numerous PD&E studies. She has been involved in the preparation of the NEPA documents and has extensive knowledge of state and federal processes. She has recent experience with State Environmental Impact Report (SEIR) as has managed and completed a study for a new limited access roadway from SR 60 to I-4 in Polk County. With over 40 miles of new alignment, the project was one of the largest completed by District 1 and was finalized in less than three years. The project is now advancing to the design phase. PROJECT EXPERIENCE Traffic Safety Feasibility Study for Intersection Improvements at 131st Street at 82nd Avenue N, 131st Street at 86th Avenue N & 125th Street at 86th Avenue N, Pinellas County, FL, Pinellas County. Ms. Harris serves as the Project Manager and is responsible for preliminary assessments of the three intersections for both engineering and environmental analysis alternative designs and the development of the preliminary plans of conceptual design. A Design Traffic Report is being prepared for the study that will develop traffic forecasts utilizing recent traffic counts and traffic forecasts as obtained from the local LRTP model. The report will also provide supporting documentation for recommended queue lengths at existing intersections, pedestrian safety, and circulation improvements within the corridor. As safety is of utmost importance, we will review and analyze the County s RSA, crash data, and will address the schools and parents /publics concerns. The project also involves design analysis necessary to complete the preliminary engineering process, including queue length analysis; signalization; multi-modal accommodation; bike lanes, paved shoulders, wide outside lanes; safety; and ADA features. Volkert is managing communication to and from all interested persons, groups, and organizations regarding the project, including elected officials kick-off letter, public kick-off meeting, school board hearings, MPO meetings, design alternatives public notification letter, and design alternatives public meeting. The final deliverable will be a Traffic Safety Feasibility Study which will include a traffic analysis summary; list of recommended design alternatives; design criteria, comparative analysis, and evaluation matrix. Experience with Other Firms PD&E Project Manager. Ms. Harris has managed PD&E projects totaling over $20 million and construction estimates over $1.5 billion. In her leading of environmental and engineering studies, social, economic, natural and physical impacts associated with a proposed transportation improvement projects were also considered. These studies require the combined efforts of engineers, planners and scientists to collect and analyze project-related information to develop the best solution for a community s transportation needs. The process used in the development of the projects included data collection, corridor analysis, alternatives analysis, selection of preferred alternative, along with public and agency involvement. YEARS OF EXPERIENCE 8 years total Less than 1 year with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 2012 EDUCATION BSCE, Mississippi State University, 2005 TRAINING FDOT Project Manager Training FDOT Professional Engineer Training Program Highways in the Coastal Environment NEPA and the Transportation Decision Making Process Emergency Management Institute, FEMA CERTIFICATION Advanced MOT Central Polk Parkway Project, Polk County, FL, FDOT District 1. Ms. Harris served as the Project Manager for the Central Polk Parkway PD&E which is documented as a SEIR. The estern leg of the new alignment will connect SR 60 east of Bartow to the Polk Parkway near SR 540 between Lakeland and Winter Haven. The eastern leg of the alignment will connect SR 60 east of Bartow to I-4 in northeast Polk County. This corridor is approximately 40 miles in length. SR 710 Project, Okeechobee, FL, FDOT District 1. Ms. Harris served as the Project Manager for SR 710 from Martin County Line to US 441 in Okeechobee County which is documented as EA. The PD&E study process involved the development of roadway improvement alternatives, a comparative evaluation of the social and environmental impacts and the overall costs of each

38 Nicole Harris, PE Public Involvement Page 2 alternative. It was anticipated that the existing two lanes will need to be widened to four lanes from SR 70 to CR 714 (SW Martin Highway). The extension of SR 710 was anticipated to be an urban arterial roadway. The proposed extension will serve as a bypass route to address traffic congestion at the intersection of SR 70 and US 441 and to help reduce truck traffic through the City of Okeechobee. The project length was approximately 15 miles. US 41 Roundabouts, Sarasota, FL, FDOT District 1. Ms. Harris served as the Project Manager for the US 41 (Tamiami Trail) from 10th Street to 14th Street PD&E study which was documented as a Type 2 Categorical Exclusion. The project involved replacing two intersections, 10th Street at US 41 and 14th Street at US 41, with roundabouts. The selected alternative narrowed travel lanes, added bike lanes and lowered the design speed to calm traffic. The Complete Streets guideline was used for the design to improve bus, bicycle and pedestrian usage on this designated Florida Scenic Highway. Sidewalks versus a separate multi-use recreational trail were compared and evaluated. Extensive coordination with Sarasota County Area Transit (SCAT) was required. ADA compliance was also a factor, as there are many light poles in the middle of sidewalks. There were several parks adjacent to the project (Centennial Park, Pioneer Park and Whitaker Gateway Park), as well as the Sarasota Lawn Bowling Club, and were numerous Section 4(f) issues. The project is also between and just west of several historic districts, with a potentially historic structure and the lawn bowling club immediately adjacent to the project, necessitating Section 106 consideration. US 17 (SR 35) Reevaluation from CR 760A (Nocatee) to Heard Street, DeSoto County, FDOT District 1. Ms. Harris served as Project Manager for the design change reevaluation for the proposed widening of US 17 from two to four lanes in DeSoto County. This project included revisiting the previously approved MOA with FHWA and the State Historic Preservation Office for the adverse impacts to the First Baptist Church and the Nocatee Historic District. Extensive Section 4(f) and 106 issues were addressed due to the typical section and the proposed alignment along US 17. the city s historical boulevard system in addition to the plan s preparation. Professional Engineer Trainee, FDOT District 1. The FDOT Professional Engineer Training program consists of an 18-month rotational phase that allows the trainee to gain experience in nearly all the departments within the FDOT, followed by a six month specialization. The Rotational Phase allows the trainee to gain experience in the following areas: planning and public transportation; PD&E; surveying and R/W mapping; materials and research; structures, roadway, and drainage design; traffic operations; construction; and maintenance. Ms. Harris specialization phase included drainage design and focused on reviewing pond siting reports, location hydraulic reports, and permits; establishing flow line elevations and hydraulic grade lines; and preparing location hydraulic reports. District Environmental Management Office, Project Manager for PD&E Studies, Senior Phase, FDOT District 1. During the FDOT Professional Engineer Training Senior Phase, Ms. Harris worked on the following projects: US 41 from Enterprise Drive to Sumter Boulevard, Charlotte and Sarasota Counties US 17 from CR 760A to Heard Street, DeSoto County In-House Project Manager for PD&E Studies - US 41 from Turner River Road to Bass Road, Collier County Engineering Analysis/Design: Developed recommendations for pond siting reports, culvert extensions and replacements. Assisted in the development of the typical sections required for roadways and bridges. Assisted in the development of new corridors/alignments in Okeechobee and Polk Counties. Tampa Bay Bike Share, City of Tampa, FL, City of Tampa. Ms. Harris served as Deputy Project Manager and provided planning, siting and permitting for Phase 1 of Tampa Bike Share, known as Coast Bike Share. Services included refining the system area of Downtown Tampa, Ybor City and Hyde Park based on City of Tampa preferences and various planning factors, determining station density/distribution, siting of each station, and preparing permit drawings for R/W use permits as required by the City. Phase 1 included 21 stations in City R/W, three stations on private property, and one station in a City parking garage in Ybor City. Ms. Harris led the team to gain approvals from the Barrio Latino Commission for the Ybor City stations and the Architectural Review Commission for the Hyde Park station. Chicago Streets for Cycling, Chicago, IL, Chicago Department of Transportation. Ms. Harris assisted in the management and design for five miles of a protected urban bike lane design along

39 Brian Pickard, PE Constructability/Bidability INTRODUCTION Mr. Pickard has over 36 years of transportation engineering experience including roadway design and construction administration and management. Eleven of the 36 years were as an employee for FDOT District 7 construction. PROJECT EXPERIENCE FDOT CEI Manager for Districts 1, 4 & 7. Mr. Pickard is assisting Mrs. McQueen with FDOT Construction Engineering and Inspection staffing, quality control and marketing. Mr. Pickard also assists with the scheduling and co-management of all District 1 District Wide contracts (#C8M67, #C8X71, #C9113, #C9116, #C9522, and #C9B65). Lee County ATMS CEI Project, Lee County, FL. Senior Project Engineer for the CEI oversight of a design/build contract on behalf of FDOT for the installation of a County wide ATMS system with a contract value of $7,300,000 that encompasses 684 days of contract time. Beginning in the fall of 2013, he was in responsible charge of this highly technical, complicated project that incorporated conduit, fiber, poles, cameras, cabinets and associated electronics throughout the very busy corridor of US 41 including the City of Ft. Myers as well as the most densely driven adjacent roadways in Lee County. This project also connected this new system to existing system electronics in Lee County and state of Florida traffic management centers. In addition, repair and upgrade of the existing IMS system was added to the contract. Other Experience Florida Department of Transportation, Tampa, FL, Resident Engineer. Responsibilities included direct and maintain all personnel assigned to the Tampa Construction office (39 engineers, technicians, administrative personnel) encompassing employee development, work load, objectives, time utilization, training, counseling and discipline. Ensures that all contract work is completed in compliance with pertinent plans Specifications Evaluates contractors, negotiates, documents and implements resolution of claims, changes in time and plans and conflicts; advises the District Construction Engineer on progress of construction contracts, concerns with plans, contractors, project time and conflicts, Represents the FDOT in its position for Disputes Review Boards, Arbitration Boards and other hearing venues; coordinates and meets with public officials, civic organizations, utility owners, FHWA officials, and FDOT employees to review details of construction work and interpretation of plans requirements and construction features; developed and managed the expense budget for the Tampa Construction cost center. Florida Department of Transportation, Tampa, FL, Assistant Resident Engineer. Responsible for the construction of a number of highways and bridge construction projects in a large urban area. Coordinated the work with Project Engineers and office personnel by planning workloads, work flows, deadlines, objectives and time utilization with employees; Reviewed roadway and bridge plans for accuracy, construction problems, maintainability issues and engineering safety features; Served as the Department liaison with utility companies, property owners, city and county representatives on projects and attended meeting which involved future construction projects. Trained and motivated employees to perform effectively and efficiently in their job duties; reviewed/developed supplemental agreements and change orders for construction changes, plan errors, extra work and their justifications for funds approval; assisted the Resident Engineer in developing an monitoring office QA/AC Plans. YEARS OF EXPERIENCE 36 years total 1 year with Volkert PROFESSIONAL LICENSE Professional Engineer, Florida No , 2002 EDUCATION BS, University of Maine, 1977 CTQP CERTIFICATIONS Asphalt Paving Technician Level 1 Asphalt Paving Technician Level 2 Concrete Field Technician Level 1 Concrete Field Technician Level 2 Earthwork Construction Inspection Level 1 Earthwork Construction Inspection Level 2 Drilled Shaft Inspection Pile Driving Inspection Final Estimates Level 1 Final Estimates Level 2 QC Manager OTHER CERTIFICATIONS ACI Concrete Field Testing Technician Grade 1 ACI Concrete Transportation Construction Inspector Nuclear Safety Certification Advanced MOT NPDES Critical Structures Construction Issues Course TIN P

40 Joseph Stukey, PSM Surveying/Mapping, R/W Services INTRODUCTION Mr. Stukey has over 15 years of experience and is a Project Surveyor for Volkert. He is responsible for our crew scheduling and numerous surveying and mapping activities including project research, survey production, status reporting, and billing. He also has experience in R/W preparation. PROJECT EXPERIENCE C-468 Widening from CR 505 to East of Florida s Turnpike, Sumter County, FL, Sumter County. As Project Surveyor, Mr. Stukey led surveying and mapping services and assisted with R/W services. This project involves the design for a two lane to a four lane highway and new bridge over Florida s Turnpike for approximately two miles of CR 468 in Sumter County. Project includes roadway design, drainage design, permitting, survey, collecting topographic data using traditional survey methods and 3D laser scanning, and producing legal descriptions and sketches for R/W acquisition. This project is currently under construction. General Engineering Consulting Services, Sumter County, FL, Sumter County. As Project Surveyor, Mr. Stukey served as the lead surveyor for GEC services for two years. Project types included milling and resurfacing, construction inspection, drainage and permitting, structural design, safety assessments, guardrail design and inspection, PES, bridge inspection, lighting, and storm water design. Additionally, Volkert provided representation as a county staff member as part of the development review panel, developed LAP agreements, and assisted with ARRA funding administration. Representative projects included: C-48E Resurfacing Design/ARRA Funds; Fee $70,000 C-476W Resurfacing Design/ARRA Funds; Fee $65,000 C-470 Sidewalk and Extension Design/ARRA Funds; Fee $50,000 C-470 Resurfacing Design/ARRA Funds; Fee $78,000 C-476 E Resurfacing Design/ARRA Funds; Fee $83,000 Osteen Property Flooding SWFWMD Permit; Fee $30,000 C-476W - CEI, Project Administration, ARRA Reporting; Fee $115,000 C-476B Resurfacing Design/ARRA Funds; Fee $52,000 YEARS OF EXPERIENCE 15 years total 5 years with Volkert PROFESSIONAL LICENSES Professional Surveyor and Mapper, Florida No Professional Land Surveyor, Alabama No EDUCATION BS Geomatics, University of Florida, 1999 US 19/SR 55 from New York Avenue to the Pasco/Hernando County Line, Pasco County, FL, FDOT District 7. Mr. Stukey served as Project Surveyor for reviewing the survey for the milling and resurfacing of this six lane divided rural roadway for approximately five miles. Roadway design involves cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades include: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. The drainage and stormwater management design includes stormwater treatment and attenuation compensation, meeting existing WMD permitting requirements, ditch conveyance design, floodplain compensation, and side drain and cross drain extension analysis. Structural design includes upgrading signals at three intersections and sign post design. SR 580/Hillsborough Avenue from Race Track Road to East of Silvermill Drive, Hillsborough County, FL, FDOT District 7. Mr. Stukey served as Surveyor for the milling and resurfacing of two roadway sections totaling three miles. The first section was an eight lane divided urban roadway from Race Track Road to Double Branch Road comprised of twelve foot lanes, a 22-foot curbed grass median, curb and gutter, and sidewalks. The second section was a six lane, divided urban roadway from Double Branch Road to west of Silvermill Drive comprised of twelve foot lanes, a 19.5-foot curbed grass median, curb and gutter, paved shoulders and sidewalks. In addition to standard milling and resurfacing, the plans addressed the substandard curb ramps at the intersections, which were designed to conform to current ADA standards.

41 Joseph Stukey, PSM Surveying/Mapping, R/W Services Page 2 The project required modification of an existing bridge including the reconfiguration of the traffic separator and travel lanes. Volkert developed plans for additional traffic railing barriers and pedestrian railing to create a protected sidewalk along the south edge of the bridge. Drainage elements included an inventory and assessment of existing drainage structures, recommendations to address minor flooding issues and securing the necessary permits and project approval from the USACE, SWFWMD and USACE. Project elements included roadway design, sidewalk design, structural design, intersection improvements, surveying, drainage design, signing and pavement markings, signalization, utility coordination, MOT, cost estimating and environmental permitting. US Business 41/SR 685/Florida Avenue from N of Fletcher Avenue to N of Bearss Avenue, Hillsborough County, FL, FDOT District 7. Mr. Stukey served as Surveyor for the milling and resurfacing of over one mile of US 41/SR 685/Florida Avenue. This roadway is a five lane undivided urban minor arterial. In addition to roadway design, project elements included survey, maintenance of traffic, signing and pavement markings, signalization, drainage and utility coordination. A lane specific pavement design was developed as a method to maximize cost savings. Volkert added four foot bike lanes, designed improvements to the existing curb ramps, repaired sidewalk hazards to meet ADA requirements, replaced signal loops within the signalized intersections, installed a traffic monitoring site, and placed new advanced street name signs for Fletcher Avenue and Bearss Avenue. SR 50 from CR 565 (Villa City Road) to Brown Street in Groveland, Florida (Lake County) for FDOT District 5. As Project Surveyor, Mr. Stukey is also overseeing all QA/QC procedures. This is four lane realignment project is approximately two miles long, and includes the realigning of SR 50 to a new alignment on the north side of Groveland to reduce traffic on the City s downtown area. The project includes three major signalized intersections at Orange/Broad Streets (one way pairs), at SR 19 and SR 33. The project also includes the design of a 14-foot wide trail that is a portion of the 250 mile long Coast to Coast connector from St. Petersburg to Titusville. The project design includes roadway and drainage design, traffic and signal design, utility coordination, environmental permitting, geotechnical investigation, surveying and R/W mapping, public involvement. SR 13 at Ward s Creek, St Johns County, FL, FDOT District 2. Mr. Stukey serves as Project Surveyor/Manager for this R/W mapping project, which included a mean high water survey, R/W map including 17 legal descriptions and two TIITF sketch and descriptions. This project is in the final stages of production. SR 51 at Kettle and Britt Creek, Lafayette County, FL, FDOT District 2. Mr. Stukey serves as Project Surveyor/Manager for the design survey for the bridge replacement at Kettle Creek and Britt Creek. The project included 3D survey of the corridor, bridges and channels, subsurface utility location and section line retracement. R/W control survey and R/W maps are now in production. SR 5/US 1, Melbourne/Brevard Counties, FL, FDOT District 5. Mr. Stukey served as the Project Surveyor for the design survey at various intersections along SR 5. The project included establishing horizontal control throughout project using GPS RTK methods, recovering the SR 5 alignment, 2D and 3D Topographic location, utility location and cross sections. District Wide Surveying and Mapping, FDOT District 5. As Lead Project Surveyor, Mr. Stukey provided surveying/mapping services. Task assignments have included the following: SR 40, Marion County: Design survey and maintenance map for a length of 10 miles from US 41 to CR 328. Project included updating a previous design survey and surveying a new one mile section for the realignment of SR 40. The project also included complete design survey for 4,000 feet of SR 45 at the intersection of the new alignment. Volkert prepared maintenance maps for a two mile section of SR 45. SR 93/I-75, Sumter County: Design survey for seven and half miles. Project includes topo/dtm and cross section data that was gathered on a 500 feet spacing in the tangent sections and a 200 feet spacing in the curves. SR 500, Lake County: The four and half mile project included R/W control survey, alignment determination, section and subdivision surveys, control and R/W maps. District Wide Surveying and Mapping, FDOT District 2. Mr. Stukey serves as Project Surveyor for district wide surveying/ mapping services. Services have included the following: Primary Horizontal Control Primary Vertical Control Alignments Design Survey R/W Surveys Certified Control Survey Maps R/W Maps Title Search Reports Legal Descriptions TIITF Surveys and Sketches District Wide Surveying and Mapping, FDOT District 7. Mr. Stukey is providing surveying/mapping services. Task assignments have included the following: SR 55/US 19, Citrus County, SR 35/US 301, Hernando County, SR 41/US 301 intersection, SR 45 Growers Corner Creek, SR 45/US 41 from Bell Lake Road to Tower Road, SR 93/I-75 from north of SR 54 to north of SR 52, SR 60/Court and Chestnut Streets, Clearwater, and I-4 Off Ramps, Hillsborough County.

42 Matthew R. LaLuzerne, PSM Current Position Project Manager Years' Experience 9 Joined Cardno February 2005 Education MBA / Business / 2011 / Rollins College BS / Geomatics / 2005 / University of Florida Professional Registrations PSM / FL / #6766 Affiliations Florida Surveying and Mapping Society President Elect Most Valuable Surveyor (December, 2013) Summary of Experience Mr. LaLuzerne oversees the day-to-day operations of surveying and mapping and subsurface utility engineering projects throughout Central Florida. Mr. LaLuzerne has an extensive background with a variety of survey services. Starting with Cardno as an intern his senior year of college, he has worked his way up, supplementing his hands one experience with additional education. Applying practices learned while obtaining his Master s in Business Administration, Mr. LaLuzerne has helped streamline operational practices for both field and office procedures in Cardno s Orlando branch. He has been able to utilize his strong academic background to provide enhanced professional services through faster response times and effective communication and scheduling. Mr. LaLuzerne has a complete understanding of how to identify and pull from multiple resources (both in-house and subconsultants) to maximize field and office productivity while reducing overall project schedule time. He has experience with MicroStation, GEOPAK, AutoCAD, Microsoft Excel, Microsoft Word, as well as numerous types of field equipment. Significant Projects C-468, East of Florida s Turnpike West to CR 505, Sumter County, FL Cardno provided subsurface utility engineering services. CR 468 Interchange with Florida s Turnpike, Sumter County, FL Cardno verified the existing topographic survey through check cross-sections and provided subsurface utility engineering to map the underground utilities within project limits. SR 93 (I75) Widening, Sumter County, FL Cardno provided subsurface utility engineering services to map the underground utilities within project limits. We also provided utility coordination services. SR 93 (I75) North of Hernando County Line to South of CR 470, Sumter County, FL To support the design for the widening of SR 93 (I75) from North of Hernando County Line to South of CR 470 in Sumter County, Cardno provided survey and mapping, subsurface utility engineering and utility coordination services. Districtwide Traffic Operations, Mulitple Counties, FL As task work orders dictate, Cardno provides surveying and mapping as well as subsurface utility engineering services. cardno.com Matthew R. LaLuzerne, PSM Page 1 of 2

43 I-75 from Sumter County Line to CR 48, Sumter County, FL Cardno provided subsurface utility engineering, design survey and utility coordination services on this 12 mile segment of interstate. BRT E/W / PEC Survey, Orange County, FL Cardno provided designating (ASCE Quality Level B) and locating (ASCE Quality Level A) subsurface utility engineering services at multiple proposed locations for the new BRT stations in downtown Orlando. SR 436 and Red Bug Road, Seminole County, FL Cardno provided subsurface utility engineering, surveying and mapping and professional utility coordination services for the roadway improvements designs. SR 9 (I-95) from S of I-4 to N of US 92, Volusia County,FL For this roadway improvement project at this busy intersection, Cardno provided utility coordination services to identify utility facilities within the project limits and facilitate the satisfactory resolution of design / utility conflicts with 12 utility owners. SR 464 at CSX Railroad, Ocala, FL This project entails roadway, bridge and drainage improvements which adversely impacted multiple utility owners. A portion of the Utility work was fully reimbursable and the City of Ocala exercised their design-build agreement to have the EOR design their relocations and the roadway contractor to install their facilities. Cardno provided subsurface utility engineering and utility coordination services for this project. I-95 Design Build, Various Counties, FL For this FDOT design-build project totaling approximately 23 miles, Cardno provided subsurface utility engineering and utility coordination services. SR 45 (US 41) from 11th Place Lane to S of Realigned SR 40, Marion County, FL Cardno provided subsurface utility engineering, utility coordination and design survey services. SR 500 from Eastern Ave to Nova Road, Osceola County, FL Cardno provided subsurface utility engineering, utility coordination and design survey services. SR 44 (CR 44B) from SR 500 ro SR 44, Lake County, FL Cardno provided various survey tasks including topography, DTM, cross section, outfall, drainage, pond site, jurisdiction line, geotechnical and utility survey along with designating (ASCE Quality Level B) and locating (ASCE Quality Level A) subsurface utility engineering within the project corridor and side streets. Cardno also provided utility coordination services to identify utility owners to facilitate discussion between FDOT and the multiple utility owners to come to a satisfactory resolution of utility conflicts. Continuing Services Contract, Statewide, FL Cardno is the only firm in Florida with the latest operator qualifications to complete test holes on Florida Gas Transmission (FGT) facilities. Cardno has held a master contract with FGT since 1996 and has completed nearly 100 assignments, providing designating (ASCE Quality Level B) and locating (ASCE Quality Level A) subsurface utility engineering and supporting surveying services, and is extremely familiar with their procedures and protocols. Districtwide Miscellaneous Drainage Design, Mulitple Counties, FL As task work orders dictate, Cardno provides designating (ASCE Quality Level B) and locating (ASCE Quality Level A) subsurface utility engineering services and design surveying services. cardno.com Matthew R. LaLuzerne, PSM Page 2 of 2

44 HENRI V. JEAN, P.E. Principal Geotechnical Engineer Summary of Capabilities Geotechnical Engineering Civil Engineering Project Management Engineering Management Ground Subsidence Investigations Years of Experience With Tierra: 14 Years With Other Firms: 9 Years Education BS, Civil Engineering, University of South Florida, 1990 Professional Organizations/Registrations Florida Professional Engineer, No Florida Institute of Consulting Engineers, FICE GMEC National Society of Professional Engineers Mr. Jean has over 22 years of experience and is responsible for the overall operations and management of the Tierra s Central Florida Geotechnical Services. This includes the planning, coordination and management of a wide variety of geotechnical projects throughout Florida. Mr. Jean's project experience includes providing geotechnical consultant services for City and Municipalities, general site development, industrial facilities, wastewater treatment plants, General Engineering Consultant services Project Manager, numerous roadway soil surveys and structures projects, sinkhole investigations, and stormwater management designs. His project experience includes designing new roadway alignments through sensitive environmental areas, high level embankments, MSE walls, alignments over compressible soils and single span to multi level fly over structures. CITY of GENERAL ENGINEERING CONSULTANT PROJECT EXPERIENCE City of Tarpon Springs City of Clearwater City of Tampa City of Temple Terrace City of St. Petersburg COUNTY PROJECT EXPERIENCE County Engineering Services Contracts Miscellaneous Geotechnical and Testing Services Miscellaneous Professional Engineering Contract General Engineering Consultant Contract Stormwater and Environmental Services Contract Selected Improvements: School Safety, Circulation, and Access Program Contract Miscellaneous Intersection Improvements Contract SBE Set Aside General Engineering Contract Signalization/Safety Projects Contract Consolidated Median and Channelization Program Roadway I-75 from Hernando County Line to CR 48, Sumter County, FL Zephyrhills Bypass Z- Gap Project US 301 throughout Pasco County SR 54 Realignment Project CR 54 Capacity Improvement Projects Bell Shoals, from Boyette Road to Bloomingdale Avenue PD&E/Design Bruce. B. Downs Boulevard (CR-581), from Bearss Avenue to County Line Road Gunn Highway, from Sheldon Road to South Mobley Road Brandon Blvd (SR 60) at Lakewood Drive Intersection Improvements

45 Bridges Hudson Lane over Sweetwater Creek Bridge South County Road 39 over the Little Manatee River Bridge Knights Griffin Road over Flint Creek Bridge East Keysville Road over West Branch Road Bridge Symmes Road over Bullfrog Creek Bridge East Bay Road over Bullfrog Creek Bridge Old Big Ben Road over Bullfrog Creek Bridge East Sligh Avenue over CSX Right of Way Bridge County Road 672 over Hurrah Creek Bridge County Road 579 over the Manatee River Bridge West Columbus Drive Bridge Replacement PD&E Study Platt Street (Channelside) Bridge Replacement PD&E Study Treatment Facilities/Pipeline City of Zephyrhills WWTP Miller Road Pump Station Central Hillsborough Water Treatment Facility Southeast Gibsonton Water Project Lithia Pinecrest/Bloomingdale: Reclaimed Water Transmission South Central Water Transmission Main SR 674 Force Main from Clubhouse Drive to US Inch Force Main Connection: SR 60 and Falkenburg Road Stormwater/Drainage South Dover Road Stormwater Improvements Gibson Avenue Drainage Improvements East 122nd and North 11th Street Pond Drainage Improvements Jersey Avenue and Edgedale Circle Drainage Improvements Henri Jean, P.E. Page 2 of 2

46 DONALD R. POLANIS, CGC, PSSC Environmental Scientist Summary of Capabilities Environmental Consulting Corrective Action Design Remedial Construction UST/AST Storage Tank Management Project Management Specification Preparation Stormwater Pollution Prevention Plans NEPA Environmental Assessment Remediation Cost Estimating Solid Waste assessment and reclamation Compliance Monitoring/Reporting Sediment/Dredge spoils evaluation TMDL Basin derived effluent standards Surface water and Storm water system inspection and permitting (NPDES) Years of Experience With Tierra: 6 Years With Other Firms: 18 Years Education BS, Civil Engineering, University of South Florida, 1993 Professional Registrations Certified Engineer Intern No. 1197ET162 Pollutant Storage Systems Contractor PCC Certified General Contractor CGC HAZWOPER Refresher (OSHA ) Member American Society of Civil Engineers (ASCE) FDEP Erosion Control Inspector (FDEP #16184) 40-Hour OSHA Hazardous Waste Certified (OSHA ) Mr. Polanis has over 24 years of experience in construction, environmental consulting, due diligence, remedial design, remedial construction and transportation related projects. His experience includes hundreds of ASTM Phase I and II Environmental Assessments (ESA), Contamination Screening Evaluation Reports (CSER) and corrective action design and construction projects. He has provided pilot studies from setup through data evaluation. He has a working knowledge of the State, federal, and local environmental laws and assists clients to find solutions. Mr. Polanis has been providing environmental assessment and reporting for FDOT projects throughout the State for more than 15 years. His knowledge of the Chapter 22 PD&E Manual and the various District Contamination Impact Coordinator (DCIC) requirements provide seamless reporting capabilities for Prime Engineering firms in the PD&E and Design phases. Mr. Polanis has conducted NPDES effluent discharge sampling using ISCO automated samplers, flow waited grab samples and surface water grab samples. He has conducted basin specific TMDL sampling and is familiar with the TMDL basin specific pollutant loading as outlined by the FDEP. PROJECT EXPERIENCE Contamination Screening Evaluation Reports SR 60 and Dover Road Intersection Improvements, Hillsborough County 122nd Avenue at 15th Street North Intersection Improvements, Hillsborough County 127th Avenue at 15th Street North Intersection Improvements, Hillsborough County SR 547 at Williams Road Intersection Improvements, Hillsborough County Cross Creek Boulevard, from West Cory Lakes Boulevard to Morris Bridge Road PD&E Study, Hillsborough County Fletcher Avenue, from I-275 to I-75 PD&E Study, Hillsborough County US 27, from I-4 to US 192, Polk County SR 29, from CR 80A to US 27 PD&E Study, Hendry and Glades Counties SR 80, from Birchwood Parkway to Dalton Lane, Hendry County US 17, from SW Collin Street to CR 760A, Desoto County US 41 Business (SR 739), from Littleton Road to US 41 (SR 45), Lee County US 41 (Tamiami Trail), from Enterprise Drive to South Sumter Boulevard PD&E Study, Charlotte and Sarasota Counties Port Manatee Connector PD&E Study, Manatee County I-75 (SR 93), from Lee County Line to South of Tuckers Grade, Charlotte County I-75 (SR 93), from South of SR 78 (Bayshore Road) to Charlotte County Line, Lee County I-75 (Alligator Alley) at MM 52 Recreational Access in Collier County

47 I-75 (SR 93), from Hernando/Pasco County Line to North of SR 50, Hernando County US 41, from South of Cone Pit Road to South of SR 52, Pasco County SR 93A (I-75) Rest Area, NB #42 and SB #53, Pasco County US 19, from Barclay to SR 44, Citrus County Suncoast Parkway 2, from US 98 to North of Cardinal Street, Hernando and Citrus Counties SR 44 (CR44B), from SR 500 to SR 44, Lake County SR 9A, from I-95 to Dames Point Bridge, Duval County New River CSX Railroad Bascule Bridge PD&E Study, from State Road 84 to Davie Boulevard, Broward County I-75 (Alligator Alley) at MM 52 Recreational Access in Collier County Representative Sampling Project Experience Estero Bay CR10X Monitoring/Maintenance, Contract Manager Florida Department of Transportation (FDOT), PD&E Chapter 22, Level I/II CSER Fuller Warren Bridge, FDOT District II, Jacksonville, Florida Moore haven Surface Water Monitoring, NPDES, Moore haven, Florida Periphyton CR10X Data Collection Petroleum Sites, Statewide, Florida Homestead Air Reserve Base, Homestead, Florida Tyndall Air Force Base, Surface Water Monitoring Petro-Chemical Facility, Jacksonville, Florida Missile Production Facility, McDonald Douglas, Surface Water Monitoring Dade County Aviation Department (DCAD) Multiple Site Remediation, Bartow, Florida Accelerated Cleanup Sites, Multiple Sites, FDOT District II, Jacksonville, Florida Representative Landfill Sampling Project Experience RCRA Vault, Indiantown, Florida Salesberry Landfill, Jacksonville, Florida Hipps Road Landfill, Jacksonville Florida Morse Avenue Landfill, Jacksonville, Florida Collier County Solid Waste, Naples, Florida Representative Stormwater Project Experience Georgia Trucking Association, Florida and Georgia Florida Trucking Association, Tallahassee, Florida Courier Dispatch, Tampa, Florida U.S. Postal Service Vehicular Maintenance Facility George Pacific Facilities throughout the Southeast NPDES Generic Permits, Southeast United States Representative TMDL/NPDES Project Experience Seminole County NPDES Consulting, Deland, Florida Georgia Trucking Association, Florida and Georgia Florida Trucking Association, Tallahassee, Florida Courier Dispatch, Tampa, Florida U.S. Postal Service Vehicular Maintenance Facility George Pacific Facilities throughout the Southeast Manatee County, Bradenton, Florida Representative Stormwater Maintenance Experience Provide as-needed inspection and maintenance for Ryder Trucking throughout Florida Performed sediment clean put and erosion control repair Removed invasive species from various stormwater ponds Donald Polanis Page 2 of 2

48 AIM Engineering & Surveying, Inc. A

49 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 Experience with Similar Safety Improvement Projects Volkert s team members have extensive experience with similar safety improvement projects. The following are some examples of these: Sumter County Highway Safety Program, FY 2013, High Risk Rural Roads, West CR 476, Sumter County, FL Sumter County, FL This project consisted of a preliminary traffic safety study of West CR 476 in Sumter County. The project was a component of the Highway Safety Program that Volkert performed for Sumter County for FY We reviewed traffic crashes on West CR 476 for a three year period, computed traffic accident rates and recommended preliminary measures to reduce the traffic accident rate. The traffic study was submitted to the FDOT District 5 Safety Office for consideration for highway safety funding. The project was approved as a LAP project with construction scheduled in Sumter County Highway Safety Program, FY 2014, High Risk Rural Roads, CR 470, CR 575 & CR 475N, Sumter County, FL Sumter County, FL This project consisted of preliminary traffic safety studies of three rural roads in Sumter County, CR 470, CR 575 and CR 475N. The project was a component of the Highway Safety Program that Volkert performed for Sumter County for FY We reviewed traffic accident rates on each road for a three year period, computed crash rates and recommended preliminary measures to reduce the traffic accident rates. The traffic safety studies were submitted to the FDOT District 5 Safety Office for consideration for highway safety funding. The projects are currently being reviewed by FDOT for safety funding approval. C-468 Widening CR 505 East of Florida s Turnpike, Sumter County, FL Sumter County, FL This project involved widening, milling and resurfacing C-468 from CR 505 to east of Florida s Turnpike in Sumter County which included widening two to four lanes with a new bridge over Florida s Turnpike. Volkert s responsibilities included roadway and drainage design, permitting, survey, 3D laser scanning, producing legal descriptions and sketches for R/W acquisition, widening from two to four lanes, linear ponds, drainage and permitting, utility coordination, and design of a new bridge over Florida s Turnpike. November 7,

50 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 No Passing Zone Study (Safety Project), Nassau County, FL FDOT District 5 This project consisted of reviewing the existing no passing zones and all warning and regulatory traffic signs on five rural roads (29 miles total) in Nassau County. These roads had higher than average traffic crash rates which warranted the justification of the no passing zone study. After reviewing the existing no passing zones and traffic signage we produced roadway plans and a comprehensive no passing zone report for modifications to the existing no passing zones and traffic signage. Guardrail Safety Study, Nassau County, FL FDOT District 2 The contract consisted of several different types of individually funded programs. The Highway Safety Improvement Program (HSIP) allows States to target funds for their most critical safety needs. As part of this program, the High Risk Rural Roads Program (HRRRP) provides funding for safety improvements on state and local rural roads. According to the National Centers for Safe Routes to Schools (SRTS), the SRTS program uses a comprehensive approach to make school routes safe for children to walk and bicycle both to and from school. There are 10 locations within Nassau County s local road system which will receive installations of guardrail at bridges and large culverts which will protect against severe drop-offs. Five Nassau County roads were in desperate need of new pavement markings and sign upgrades. Most of the signs and pavement markings had lost all reflective properties and some were nonexistent. The first several projects completed under this contract were on Florida s Interstate System (I-10 and I-295). These projects call for the installation of over 10 miles of guardrail necessary to help protect against median crossover crashes. SR 80/US 27 Interchange (Safety Project), Hendry County, FL FDOT District 1 This project involved fully redesigning the existing at grade intersection at SR 80/ US 27 to an elevated T interchange which addressed major safety concerns with the existing intersection, including sight distance constraints, high running speeds and grade issues. The existing US 27 curve (a four lane section) was designed to be reconstructed to the east (no new travel lanes) to current standards. The interchange included three ramps. A combination of MSE walls and embankment was used for elevated portions of the roadway. Volkert developed the roadway, structural, and drainage plans; utility coordination; conducted a PD&E reevaluation; conducted public involvement services; and handled cost estimates, permitting, R/W acquisition assistance, and environmental coordination. November 7,

51 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 SR 320 (NW 115th Street) from Manatee Springs State Park Entrance East to US 19 (SR 55) (Safety Project), Levy County, FL FDOT District 2 This project was funded by Federal Stimulus monies from the American Recovery and Reinvestment Act (ARRA). Paved shoulders seven feet wide were added along SR 320 for over fives miles. Additionally, over 900-feet of five-foot wide paved shoulders were added on the east end of the project. The front slopes of adjacent roadside swales were regraded and required over 30 side drains and mitered end sections to be relocated. A 90-foot diameter turnaround was added at the Manatee Springs State Park entrance requiring a full drainage analysis of an existing cross drain to be extended. New bike lane signing and pavement markings were added along the project limits. Design work included roadway, signing and marking, drainage, permitting, utility coordination, utility design variance and exception, and coordination with state and local agencies. SR 15 (Safety Project), Clay County, FL FDOT District 2 For a portion of this three and half mile milling, resurfacing and safety project, we reconfigured two intersections (Harbor Road and CR 209 East), designed approximately 1,500-feet of new sidewalk, added paved shoulders, regraded ditches, and designed a new storm pipe system for approximately 1,300-feet. This project included milling and resurfacing, survey, roadway, drainage, signing and marking, signalization, structural, access management review, and all plans production. I-10 at SR 55 (Safety Project), Madison County, FL FDOT District 2 This safety project was for placement of median guardrail at the I-10/SR 55 interchange. This project constructed approximately three miles of double faced guardrail in the median to increase safety and protect against median crossover crashes. As part of this project, the inside paved shoulder was widened to increase the shy line distance to 12-feet from the travel lane to the face of guardrail. Project elements included were an erosion control plan, earthwork, avoidance of drainage structures with special guardrail posts, bridge attachments, end anchorage assemblies, miscellaneous asphalt, and a traffic control plan. SR 518 (Eau Gallie Boulevard) from I-95 to SR 5 (US 1) (Safety Project), Brevard County, FL FDOT District 5 The project was for a four-mile section of roadway that consisted of an urban five-lane undivided section and an urban fourlane divided and undivided section. This project milled and resurfaced the existing pavement and added safety improvements. November 7,

52 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 No Passing Zone Study (Safety Project), Nassau County, FL FDOT District 5 This project consisted of reviewing the existing no passing zones and all warning and regulatory traffic signs on five rural roads (29 miles total) in Nassau County. These roads had higher than average traffic crash rates which warranted the justification of the no passing zone study. After reviewing the existing no passing zones and traffic signage we produced roadway plans and a comprehensive no passing zone report for modifications to the existing no passing zones and traffic signage. US 19/SR 55 from New York Avenue to the Pasco/ Hernando County Line (Safety Project), Pasco County, FL FDOT District 7 The project consisted of the milling and resurfacing of a six-lane divided rural roadway for almost five miles. Roadway design involved cross slope correction, four pavement designs, widening to add keyholes, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and addressing safety concerns for pedestrians, cyclists and motorists. Other project upgrades include: designated bike lanes and keyholes; the addition of sidewalk in each direction; and upgrading the transit stops to meet ADA criteria; all while minimizing impacts to the existing lighting, ITS, drainage, wetlands and the existing 12 utilities. The drainage and stormwater management design includes stormwater treatment and attenuation compensation, meeting existing WMD permitting requirements, ditch conveyance design, floodplain compensation, and side drain and cross drain extension analysis. This segment of US 19 was ranked as the most dangerous segment of roadway for pedestrians in the United States. SR 590 (NE Coachman Road) from West of Marilyn Street to East of Audrey Drive (Safety Project), Pinellas County, FL FDOT District 7 This project includes the milling and resurfacing of a two-lane roadway for over one mile. There are three typical sections along the corridor, one of which requires minor inside widening and access management changes to add bike lanes and correct a substandard turn lane. Roadway design includes six pavement designs, eliminating encroachments within the FDOT R/W, evaluating/modifying driveway connections, and upgrading safety elements for pedestrians, bicyclists and motorists. The drainage and stormwater design includes: a bridge hydraulic report, no rise certification, ditch conveyance design, floodplain compensation, side drain analysis and drainage improvements from Graham Drive to Marilyn Street. Project elements include survey, mapping, roadway and drainage design, bike lane and sidewalk improvements, signing and pavement markings, improvements to three intersections, signalization upgrades, a new pedestrian bridge, utility coordination, lighting, coordination with PSTA, R/W reclamation, traffic control plans, structural design, and public involvement. November 7,

53 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 2 US 301/SR 39, South of CR 54/Eiland Boulevard to North of Kossik Road (Safety Project), Zephyrhills, FL FDOT District 7 Volkert is designing safety improvements to US 301/SR 39, an area that had 200 vehicular crashes and 11 pedestrians injured in the last five years. Focusing on intersections with historically high accident rates, improvements are being designed to make the crossings safer and more efficient. Improvements include reconfiguring several intersections, addressing drainage issues and deteriorating pavement, and minimizing environmental impacts during construction. Eliminating turn lanes onto US 301 will decrease the accident risk, and adding advance signage for intersections will prevent drivers from making abrupt changes. The proposed pavement design includes two milling depths, three-inch milling for less severe areas and five-inch milling to address areas with cracking. These reduced milling depths will save approximately $200,000 in final construction costs. Further cost savings will be realized by utilizing the existing right turn lanes for lane widening. The US 301/SR 39 project includes coordination with Pasco County regarding an ongoing intersection improvement project. Bayshore Boulevard Safety Enhancements, Tampa, FL City of Tampa This project is a multiple phase safety and rehabilitation project that extends from Gandy Boulevard to Platt Street in Tampa. We redeveloped approximately five miles of Bayshore Boulevard as a safe, accessible, and mobile corridor for all users. Services included developing a master design concept for the portion of Bayshore Boulevard between Platt Street and Gandy Boulevard and providing detailed engineering and landscape design services for the concrete portion between West Bay Street and South DeSoto Avenue. The design included streetscaping, road re-channelization, and pedestrian/bicycle enhancements. The concrete rehabilitation portion of the project consisted of a six-lane urban roadway, both divided and undivided, and approximately 2,200 feet of concrete pavement slabs which were evaluated for rehabilitation. November 7,

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55 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 3 ABILITY TO MEET THE SCHEDULE Volkert believes that the selected firm s ability to meet the schedule on this project will be dependent on the following: yavailable resources, ystrong and effective management, yextensive experience on similar projects, yconstant focus on the critical path, ytimely communication and coordination, ystrong working relationships, and ycommitment to exceed Sumter County s expectations. The Volkert Team has all of these essential attributes. For this project we propose a project schedule of 5 months. We can meet this schedule because we understand the critical path items which include surveying, utility coordination, and permitting. The schedule includes two phases; which are Phase 1 (45% level) and Phase 2 (Final). This approach will provide Sumter County and other stakeholders with sufficient detail to understand and review the proposed concepts/improvements prior to finalizing the plans. We have successfully used this approach for numerous improvement projects, most recently with Sumter County for the C-468, CR 505 to east of Florida s Turnpike design project. November 7,

56 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 3 Five Month Project Schedule for CR 476 ID Task Name Working Start Finish Days 1 OVERALL PROJECT 103 days Tue 11/25/14 Thu 4/30/15 2 NTP (NOTICE TO PROCEED) ANTICIPATED 1 day Tue 11/25/14 Tue 11/25/14 3 KICK OFF MEETING 1 day Tue 11/25/14 Tue 11/25/14 4 SURVEY / NO PASSING ZONE STUDY 30 days Tue 11/25/14 Fri 1/16/15 5 PAVEMENT MARKING DESIGN 92 days Mon 12/15/14 Thu 4/30/15 6 PHASE 1 46 days Mon 12/15/14 Wed 2/25/15 7 PHASE 2 46 days Thu 2/26/15 Thu 4/30/15 8 PREPARE CONSTRUCTION PLANS AND DETAILS 91 days Tue 12/16/14 Thu 4/30/15 9 PHASE 1 45 days Tue 12/16/14 Wed 2/25/15 10 PHASE 2 45 days Fri 2/27/15 Thu 4/30/15 11 CONSTRUCTABILITY/BIDABILITY REVIEW 46 days Thu 2/19/15 Thu 4/23/15 12 FIRST REVIEW 1 day Thu 2/19/15 Thu 2/19/15 13 SECOND REVIEW 1 day Thu 4/23/15 Thu 4/23/15 14 QA/QC REVIEW 56 days Thu 2/12/15 Thu 4/30/15 15 PHASE 1 10 days Thu 2/12/15 Wed 2/25/15 16 PHASE 2 5 days Fri 4/24/15 Thu 4/30/15 17 PLANS COMPLETE 0 days Thu 4/30/15 Thu 4/30/15 Nov 9, '14 Nov 23, '14 Dec 7, '14 Dec 21, '14 Jan 4, '15 Jan 18, '15 Feb 1, '15 Feb 15, '15 Mar 1, '15 Mar 15, '15 Mar 29, '15 Apr 12, '15 Apr 26, '15 May 10, '15 May 24, '15 Jun 7, '15 OVERALL PROJECT NTP (NOTICE TO PROCEED) ANTICIPATED KICK OFF MEETING 11/25 SURVEY / NO PASSING ZONE STUDY PAVEMENT MARKING DESIGN PHASE 1 PHASE 2 PREPARE CONSTRUCTION PLANS AND DETAILS 12/16 PHASE 1 PHASE 2 CONSTRUCTABILITY/BIDABILITY REVIEW 2/19 FIRST REVIEW 4/23 SECOND REVIEW QA/QC REVIEW 2/12 PHASE 1 PHASE 2 PLANS COMPLETE 4/30 November 7,

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58 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 4 APPROACH TO THE PROJECT & THE TASKS INVOLVED General Approach Our approach to this project is based upon our understanding of the project (as described in Section 1) and our extensive experience on similar projects (as described in Section 2). Our approach keeps the purpose and goals at the forefront of the project, namely: y Applying the recommendations from the Safety Study (prepared by Traffic Engineering Data Solutions) that was completed in 2013; y Maximizing the use of available safety funds to improve the safety along CR 476; yaddressing the lane departure crashes, particularly those occurring at night or under wet pavement conditions; yestablishing an aggressive but reasonable schedule and delivering on-time; and ypositively representing Sumter County with the FDOT, permitting agencies, the public and other stakeholders. Our approach to the project will include the following: y Initial data collection and surveying; y Stakeholder coordination and communication; ydevelopment of improvements and preliminary concepts; and ydevelopment of construction plans. Project Location Map County Citrus County sumter END PROJECT BEGIN PROJECT County hernando County sumter November 7,

59 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 4 Recommendations The study recommended improving the signing and pavement markings. The existing striping for the centerline and edge lines would be removed for the entire project length. The markings would be replaced with wet weather audible marking throughout the entire project. A critical component of the signing and pavement marking design is a No Passing Zone Study. We have been the County s consultant responsible for managing operations for the Highway Safety Program since the beginning of FY In May, 2014, the County requested that we investigate a citizen inquiry regarding a no passing zone at the West CR 476/CR 575 intersection. Volkert determined that the no passing zone markings at this location were not in compliance with Florida Statutes and the FDOT Manual on Uniform Traffic Studies (MUTS). We prepared a sketch (shown to the right) showing the corrective action required to bring the no passing zone into compliance. Since signing and pavement marking plans are a component of this safety project, we recommend preparing a No Passing Zone Study. We will review the existing no passing zones on CR 476. Any no passing zones that are not in compliance with State and FDOT requirements can be corrected in conjunction with this project. We have incorporated this No Passing Zones Sketch: CR 476 between CR 575 & CR 635 study into our proposed five month schedule. Initial Data Collection & Surveying The first step in the project is collecting all required data for use in determining the safety improvements to be implemented. We will review the project and confirm the conditions documented in the safety study. We will then identify all areas that will include details in the construction plans. Conditions will be documented using both digital photography and video. We also will identify the locations that may have changed since the study was conducted. An integral part of this data collection effort will be the design survey. Volkert will utilize laser scanning to create a detailed survey of existing conditions. The horizontal control network will run for the length of project based on the Florida State Plane Coordinate System and will establish a primary horizontal control point at a quarter of a mile spacing depending on line of sight. Vertical benchmarks are in place on CR 48 at approximately two mile intervals. We will establish additional vertical project benchmarks at 1000-foot intervals. From this horizontal and vertical control network, we will establish target positions to be used for laser scanning the roadway and collecting design survey data. Laser scanning is the most innovative and cost effective way to acquire design survey data for this type of project. This technique was successfully utilized on the recent design of C-468. We will supplement the laser scan survey with field measurements and other detailed information not visible in the laser scan. R/W mapping is not anticipated for this project as the existing R/W is adequate to November 7,

60 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 4 facilitate planned improvements. At the same time we will collect additional data from various sources that will be utilized during the design of the project. This data will include the following items: yexisting utilities within the R/W, yexisting R/W maps, yinitial coordination with the permitting agencies, y Updated crash data from the MPO, y Relevant information regarding maintenance concerns from Sumter County, and yother miscellaneous information regarding specific locations. Stakeholder Coordination & Communication Spanning all phases of the project is the need for early continuous coordination/communication with all project stakeholders. The stakeholders for this project include Sumter County, residents and landowners located along CR 476, the motoring public using CR 476, utility owners and all agencies having involvement in the plans and permit approval phase. November 7, Public Involvement Volkert has extensive experience with public involvement and community awareness for roadway projects. If a public meeting or other community awareness activities are required by Sumter County, we have the resources and experience to effectively manage these activities. We successfully provided public involvement activities for the Preliminary Engineering Study on C-468, from US 301 to east of Florida s Turnpike. Development of Improvements & Preliminary Concepts After the initial data collection is complete we will proceed into the development of the improvements and preliminary concepts. Based on the data collection efforts we will meet with the County to discuss our recommended improvements to be included in the project. This will include signing and pavement marking treatments within this project. Design Criteria In the preparation of this proposal we have developed preliminary improvement concepts which will be validated or modified after the project design progresses. CR 476 is a rural, two-lane, undivided roadway and is functionally classified as a rural minor arterial with a daily average traffic volume of 3,000 on the western section and 4,300 vehicles per day on the eastern section. Per the Florida Greenbook, the minimum width for the travel lanes is 11-feet (Table 3-7, Minimum Lane Widths). The truck volume is approximately 20%. Due to our extensive experience with roadway design; we are able to communicate with the County staff to facilitate a quick response for any unusual conditions or locations where the desired paved shoulder and travel lane widths cannot be accommodated. The preliminary analysis and data collection will be documented in a technical memorandum. Development of Construction Plans Volkert will develop construction plans for the roadway consisting of plan sheets depicting the centerline stationing, horizontal control, benchmarks, planimetric features, guardrail, pipes and pipe inverts, and all utilities within the R/W. The addition of these plan elements will allow contractors to prepare a more accurate bid and will ultimately result in a lower bid price. The

61 Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County Section 4 existing pavement edge lines, shoulders, and tree locations can easily be extracted from the laser scan point cloud. We considered not having plan sheets; however, the amount of additional effort is generally minimal and will add significant value overall. We will also include project details to delineate items such as guardrail construction, erosion control, and drainage details. Roadway Plans The roadway typical section will include the width of the travel lanes, paved shoulders and grassed shoulders along with all cross slopes. Traffic Control Plan (TCP)/Maintenance of Traffic The TCP for this project will be straight forward and FDOT Standard Design Index 600 will be utilized. Portable message boards, flagmen and temporary access signage will be provided during lane closures. Traffic Design/Signing & Pavement Markings The installation of wet weather audible pavement markings (audible edge line markings) throughout the length of the project is the major component of this safety project. Volkert has extensive experience with signing and pavement marking plans which are included in the construction plans. Our signing and pavement marking plans will include the replacement of all existing signs. Bid Documents The construction plans will include the appropriate bid documents and cost estimates. These activities are a regular component of the construction plan submittals. All required items and documentation that were listed in the RFQ Scope of Services (Table of Deliverables) will be submitted. Utility Location & Coordination We have extensive knowledge and experience with the Utility Agencies/Owners (UAOs) within this corridor. We understand their requirements and have excellent working relationships with them. We have designated one person on our team whose sole responsibility will be to coordinate with the utility owners throughout the project. These facilities include communication, water, sewer, and power. The utilities located within the corridor are: City of Bushnell, Bright House, SECO, CenturyLink, Withlacoochee River Electric Cooperative, Florida Cable, AT&T Distribution, and CenturyLink. Recently we successfully completed the utility coordination for C-468, from CR 505 to east of Florida s Turnpike; which included almost all the above UAOs. We will utilize Subsurface Underground Engineering (SUE) to assist with underground utility locations. This is extremely important when designing and placing guardrail. We have many years of experience on similar safety improvement projects and will utilize our knowledge and expertise to efficiently design and permit your project. We are confident that the Volkert team is the best choice for this project. November 7,

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63 Sumter County Board of County Commissioners Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County QUALIFICATION DOCUMENTS CHECKLIST OF ITEMS REQUIRED TO BE SUMBITTED The following documents and forms in the following arrangement must accompany each RFQ or alternate RFQ submitted: One (1) original RFQ, clearly labeled Original; three (3) printed copies of the RFQ in its entirety; and one (1) electronic single PDF version not password protected of the original submitted RFQ in its entirety. RFQ Cover Page. This is to be used as the first page of the RFQ. This form must be fully completed and signed by an authorized officer of the consultant. Qualification Document Checklist of Items Required to be submitted (this sheet). Proposer Certification / Addenda Acknowledgement Form. Statement of General Terms and Conditions. A sworn, notarized Statement of Consultant s Experience and Personnel. A sworn, notarized Drug Free Work Place Certificate must accompany each Qualification package or RFQ. Hold Harmless Agreement E-Verify Certification Form and the electronic signature page of the Memorandum of Understanding from the Department of Homeland Security. Anti-Collusion Statement Statement of Public Entity Crimes A Certificate of Insurability, acceptable to the County, shall accompany each RFQ or alternate RFQ, in the amounts as prescribed by the State and the Sumter County BOCC This document must be completed and returned with your Submittal.

64 Sumter County Board of County Commissioners Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County PREPARATION OF QUALIFICATIONS Signature of the Consultant: The Consultant must sign the RFQ forms in the space provided for the signature. If the Consultant is an individual, the words Doing Business As, must appear beneath such signature. In the case of a partnership, the signature of at least one of the partners must follow the Consultant name and the words, Member of the Consultant should be written beneath such signature. If the Consultant is a corporation, the title of the officer signing the RFQ on behalf of the corporation must be stated and evidence of his authority to sign the RFQ must be submitted. Date: 11/7/2014 I, Michael A. Osipov, PE (name), an authorized officer of Volkert, Inc. (company/consultant), confirm that the above listed documents are provided in our company s RFQ being submitted to Sumter County and I have read and understand the RFQ document in its entirety. THIS SECTION LEFT INTENTIONALLY BLANK This document must be completed and returned with your Submittal.

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67 Sumter County Board of County Commissioners Sumter County Engineering Design Services for Safety Improvements along CR 476 from the Hernando County Line to US 301 SR 35 in Sumter County REFERENCE & SIMILAR PROJECTS EXPERIENCE FORM Owner / Business Name: FDOT District 1 Project Location / Address: Project location: Hendry County, FL (SR 80/US 27 Interchange); Owner address: 801 N. Broadway Avenue City: Bartow State: Florida Zip Code: Point of Contact: Nicole Mills, PE Dates of Work: Phone Number: (863) Fax Number: (863) Address: Nicole.Mills@dot.state.fl.us Project Name: SR 80/US 27 Interchange Brief Description of Project: This project involved upgrading the existing at grade intersection at SR 80/US 27 to an elevated T interchange which addressed safety concerns with the existing intersection, including sight distance constraints, high running speeds and grade issues. The interchange included three ramps. A combination of MSE walls and embankment was used for elevated portions of the roadway. Owner / Business Name: FDOT District 1 Project Location / Address: Project location: Hendry/Glades Counties, FL (SR 80 from Indian Hills Drive to CR 833); Owner address: 801 N. Broadway Avenue City: Bartow State: Florida Zip Code: Point of Contact: Joseph Lauk, PE Dates of Work: Ongoing Phone Number: (863) Fax Number: (863) Address: Joe.Lauk@dot.state.fl.us Project Name: SR 80 Widening from Indian Hills Drive to CR 833 Brief Description of Project: The project is for the widening of the existing 2-lane rural roadway to a 4-lane divided rural roadway for a distance of approximately 6 miles, as well as culvert extension and new bridges. The typical section is adding two twelve-foot lanes to the north that will serve as the westbound lanes. The existing lanes will be milled and resurfaced and converted to the eastbound lanes. The design also includes a 64-foot grassed median with accommodations for a future 5-foot sidewalk. Owner / Business Name: FDOT District 5 Project Location / Address: Lake County, FL (SR 50 truck route realignment from CR 565 (Villa City Road) to Brown Street); Owner address: 719 South Woodland Boulevard City: DeLand State: Florida Zip Code: Point of Contact: Kevin Moss Phone Number: (386) Dates of Work: Ongoing Fax Number: N/A Address: Kevin.Moss@dot.state.fl.us Project Name: SR 50 Realignment from CR 565 (Villa City Road) to Brown Street Brief Description of Project: This project, located in Groveland, Florida is primarily a new alignment of SR 50 to reroute heavy truck traffic around the north side of downtown Groveland. In addition to the new 4-lane alignment, the project will include widening, and milling and resurfacing on SR 50 east and west of the new alignment. Also included is the construction of a Park and Ride lot, intersection improvements at SR 19 and SR 33, signing and pavement markings, signalization, stormwater management and permitting, and right of way mapping. Total project length is just over 1.5 miles. This document must be completed and returned with your Submittal.

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87 COMMERCIAL GENERAL LIABILITY CLAIMS-MADE GEN'L AGGREGATE LIMIT APPLIES PER: PRO- POLICY X JECT LOC AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS CERTIFICATE OF LIABILITY INSURANCE OCCUR SCHEDULED AUTOS NON-OWNED AUTOS UMBRELLA LIAB OCCUR X EXCESS LIAB CLAIMS-MADE DED X RETENTION $ /1/ /1/2015 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? N / A (Mandatory in NH) WC /1/ /1/2015 If yes, describe under DESCRIPTION OF OPERATIONS below EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES (Ea occurrence) $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ EACH OCCURRENCE $ AGGREGATE $ WC STATU- TORY LIMITS E.L. EACH ACCIDENT OTH- ER $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ $ DATE (MM/DD/YYYY) 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). PRODUCER Greyling Insurance Brokerage 3780 Mansell Road Suite 370 Alpharetta GA INSURED Volkert, Inc Moffett Road P.O. Box 7434 Mobile AL CONTACT NAME: PHONE FAX (A/C, No, Ext): (770) (A/C, No): (866) ADDRESS: carly.underwood@greyling.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A : INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : Carly Underwood 10/28/2014 Zurich American Insurance Co Starr Indemnity & Liab. Co Catlin Insurance Company COVERAGES CERTIFICATE NUMBER: *14-15 REVISION NUMBER: 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. INSR ADDL SUBR LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS GENERAL LIABILITY A X A X X X B A X X GLO /1/ /1/2015 BAP /1/ /1/2015 X 1,000, ,000 15,000 1,000,000 2,000,000 2,000,000 1,000,000 10,000,000 10,000,000 1,000,000 1,000,000 1,000,000 C Professional Liability AED /28/2014 7/28/2015 Per Claim $10,000,000 Aggregate $10,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) CERTIFICATE HOLDER Sample Certificate CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Gregg Bundschuh/CARLY ACORD 25 (2010/05) INS025 (201005) ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD

88 COMMENTS/REMARKS Complete Named Insured: Volkert, Inc. David Volkert & Associates, Inc. Volkert Construction Services, Inc. David Volkert & Associates Engineering, P.C. Volkert Environmental Group, Inc. Volkert Management Services, Inc. Volkert, P.C. Allied Engineering & Testing, Inc. Volkert Engineering, PC OFREMARK COPYRIGHT 2000, AMS SERVICES INC.

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91 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION DISCLOSURE OF LOBBYING ACTIVITIES PROCUREMENT 04/14 1. Type of Federal Action: a. contract b. grant c. cooperative agreement d. loan e. loan guarantee f. loan insurance 4. Name and Address of Reporting Entity: Prime Subawardee Tier, if known: 2. Status of Federal Action: a. bid/offer/application b. initial award c. post-award 3. Report Type: a. initial filing b. material change For Material Change Only: Year: Quarter: Date of last report: (mm/dd/yyyy) 5. If Reporting Entity in No. 4 is a Subawardee, Enter Name and Address of Prime: Congressional District, if known: 4c Congressional District, if known: 6. Federal Department/Agency: 7. Federal Program Name/Description: CFDA Number, if applicable: 8. Federal Action Number, if known: 9. Award Amount, if known: 10. a. Name and Address of Lobbying Registrant (if individual, last name, first name, MI): $ b. Individuals Performing Services (including address if different from No. 10a) (last name, first name, MI): 11. Information requested through this form is authorized by title 31 U.S.C. section This disclosure of lobbying activities is a material representation of fact upon which reliance was placed by the tier above when this transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C This information will be available for public inspection. Any person who fails to file the required disclosure shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Federal Use Only: Signature: Print Name: Title: Telephone No.: Date (mm/dd/yyyy): Authorized for Local Reproduction Standard Form LLL (Rev. 7-97) Not Applicable

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