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Agenda 12/09/2025 Item #16B 3 (Selection Committee’s ranking for Request for Professional Services No. 25-8377, “Design Services for Oil Well Road Widening Segment 3,”)
12/9/2025 Item # 16.B.3 ID# 2025-4638 Executive Summary Recommendation to approve the Selection Committee’s ranking for Request for Professional Services No. 25-8377, “Design Services for Oil Well Road Widening Segment 3,” and authorize staff to begin contract negotiations with the top-ranked firm, Jacobs Engineering Group, Inc., so that staff can bring a proposed agreement back for the Board’s consideration at a future meeting. Project 60144 OBJECTIVE: To engage professional design services for the Oil Well Road Widening project from Everglades Boulevard to Oil Well Grade Road. CONSIDERATIONS: The proposed roadway improvements for this project will widen Oil Well Road from a two-lane undivided to a four-lane divided roadway. The improvements are intended to increase connectivity and traffic capacity in the corridor and include other roadway enhancements, such as turn lanes, bicycle lanes, pedestrian facilities, new traffic signals, and improved drainage and stormwater management. The justification for roadway lighting in the corridor will also be established. Consistent with the Long-Range Transportation Plan and Objective, the final improvements are intended to maintain an acceptable level of service and safety. The necessary right-of-way along Oil Well Road was previously acquired. As documented in the Collier Metropolitan Planning Organization’s 2045 Long Range Transportation Plan, and the Randall Boulevard and Oil Well Road Corridor Study, the widening of Oil Well Road is a key component of the County’s future plans to improve the overall traffic network and system connectivity in the eastern Collier County area. On June 4, 2025, the Procurement Services Division posted Request for Professional Services No. 25-8377, “Design Services for Oil Well Road Widening Segment 3,” and received six responsive and responsible proposals by the July 21, 2025 deadline. The evaluation criteria included the ability of the professional personnel, past performance, project approach, workload of the firm, and other performance-based criteria. The solicitation also required the firms to submit references from clients on projects of a similar size that they provided services similar in scope and complexity. On October 8, 2025, the selection committee scored each of the proposals and shortlisted the three top firms. On October 24, 2025, the selection committee met for presentations from those firms and arrived at the following ranked order: Firm Names Final Ranking Jacobs Engineering Group Inc. 1 LJA Engineering, Inc. 2 Kisinger Campo & Associates, Corp 3 Staff is requesting authorization to begin negotiations with the top-ranked firm, Jacobs Engineering Group, Inc. In the event that an agreement cannot be reached with Jacobs, staff will continue negotiating with the remaining ranked firms in an effort to bring a proposed agreement back for the Board’s consideration. Jacobs Engineering Group Inc. is a qualified design consultant that has designed numerous road and bridge projects in Collier County over the past 20 years. Jacob’s civil engineering/survey sub-consultant, Johnson Engineering, is also a qualified local engineering firm with extensive experience on Collier County projects. Subject to the Board’s approval of the above recommendation, staff will begin contract negotiations with Jacobs in accordance with the Consultants’ Competitive Negotiation Act, Florida Statutes § 287.055, so that a proposed agreement can be brought back for the Board’s consideration at a future meeting. This item is consistent with the Collier County strategic plan objective to design and maintain an effective transportation system to reduce traffic congestion and improve the mobility of our residents and visitors. FISCAL IMPACT: Approval of this item does not result in a direct fiscal impact. However, the source of funding for the future contract (subject to the Board’s approval at a subsequent meeting) is the Transportation Grants Fund (1841), Project 60144 and Transportation Match Fund (1842), Project 60144. Page 3333 of 9661 12/9/2025 Item # 16.B.3 ID# 2025-4638 Approval of this item will not have an impact on operational and maintenance costs. However, the completed project can be expected to have the following operational and maintenance impacts: minimal to no maintenance costs are expected to be incurred within the first 5 to 7 years of service for the new roadway features, and will be absorbed into the regular maintenance schedule thereafter; and the new stormwater features will require minimal maintenance that will be absorbed into the regular maintenance schedule resulting in minimal cost impact. GROWTH MANAGEMENT IMPACT: The Project is in conformance with the goals and objectives of the Transportation Element of the Growth Management Plan. LEGAL CONSIDERATIONS: This item is approved as to form and legality and requires majority vote for Board approval. —SRT RECOMMENDATION(S): To approve the Selection Committee’s ranking for Request for Professional Services (“RPS”) No. 25-8377, “Design Services for Oil Well Road Widening Segment 3,” and authorize staff to begin contract negotiations with the top-ranked firm, Jacobs Engineering Group, Inc., so that staff can bring a proposed agreement back for the Board’s consideration at a future meeting. PREPARED BY: Robert White, PE, Project Manager III, Transportation Engineering ATTACHMENTS: 1. 25-8377 Solicitation 2. 25-8377 Jacobs Engineering Proposal 3. 25-8377 Final Ranking 4. 25-8377 NORA Page 3334 of 9661 Procurement Services Division COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS GRANT FUNDED REQUEST FOR PROFESSIONAL SERVICES (RPS) In accordance with Florida Statute 287.055 Consultants’ Competitive Negotiation Act FOR DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 RPS NO.: 25-8377 DANIA GUERRERO, PROCUREMENT STRATEGIST PROCUREMENT SERVICES DIVISION 3295 TAMIAMI TRAIL EAST, BLDG C-2 NAPLES, FLORIDA 34112 TELEPHONE: (239) 252-7989 dania.guerrero@colliercountyfl.gov (Email) Any alterations to this document made by the Consultant may be grounds for rejection of proposal, cancellation of any subsequent award, or any other legal remedies available to the Collier County Government. Page 3335 of 9661 SOLICITATION PUBLIC NOTICE REQUEST FOR PROFESSIONAL SERVICES (RPS) NUMBER: #25-8377 PROJECT TITLE: Design Services for Oil Well Road Widening Segment 3 PRE-PROPOSAL CONFERENCE: June 12, 2025, @ 10:00 a.m. (EST) LOCATION: Procurement Services Division, Conference Room A, 3295 Tamiami Trail East, Bldg. C-2, Naples, FL 34112 RPS OPENING DAY/DATE/TIME: July 7, 2025, @ 3:00 p.m. (EST) PLACE OF RPS OPENING: Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 All proposals shall be submitted online via the Collier County Procurement Services Division Online Bidding System: https://procurement.opengov.com/portal/collier-county-fl. INTRODUCTION As requested by the Transportation Division (hereinafter, the “Division or Department”), the Collier County Board of County Commissioners Procurement Services Division (hereinafter, “County”) has issued this Request for Professional Services (hereinafter, “RPS”) with the intent of obtaining proposals from interested and qualified Consultants in accordance with the terms, conditions and specifications stated or attached. The Consultants, at a minimum, must achieve the requirements of the Specifications or Scope of Work stated. BACKGROUND This project encompasses a 3.5-mile section of Oil Well Road from the intersection with Everglades Boulevard extending east past the intersection of Oil Well Grade Road. The proposed roadway improvements will provide connectivity and roadway enhancements to a series of future planned communities and rural roads. The roadway will be four lanes constructed in a six-lane footprint. The improvements proposed will enhance roadway conditions and further traffic safety along the corridor. There are several attachments included with this solicitation that are for reference only. TERM OF CONTRACT County reserves the right to modify this scope during negotiations for budgetary reasons. The contract term, if an award is made, will commence on the date of the Notice to Proceed, and end upon acceptance and approval of the final payment. Prices shall remain firm for the term of the awarded contract. Surcharges will not be accepted in conjunction with this award, and such charges should be incorporated into the pricing structure. DETAILED SCOPE OF WORK The detailed scope of work is attached to the solicitation as “Solicitation #25-8377 Attachment 1 – Detailed Scope of Work.” Page 3336 of 9661 RESPONSE FORMAT AND SCORING CRITERIA FOR DEVELOPMENT OF SHORTLIST: Proposals must be assembled, at minimum, in the order of the Evaluation Criteria listed or your proposal may be deemed non-responsive Evaluation Criteria Maximum Points 1. Ability of Professional Personnel 25 Points 2. Past Performance 25 Points 3. Project Approach, Willingness to Meet Time and Budget Requirements 25 Points 4. Recent, Current, and Projected Workloads of the Firm 25 Points TOTAL POSSIBLE POINTS 100 Points For complete explanation of each evaluation criteria, please see the file titled “RPS Instructions” included with this advertisement. VENDOR CHECKLIST ***Vendor should check off each of the following items as the necessary action is completed (please see, Vendor Check List)*** Page 3337 of 9661 County of Collier, FL Procurement Sandra Srnka, Executive Director 3299 Tamiami Trail, East Naples, FL 34112 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT GEN No. 25-8377 DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 RESPONSE DEADLINE: July 21, 2025 at 3:00 pm Report Generated: Friday, August 1, 2025 Jacobs Engineering Group Inc Response CONTACT INFORMATION Company: Jacobs Engineering Group Inc Email: susan.diuk@jacobs.com Contact: Susan Diuk Address: 5801 Pelican Bay Blvd. Naples, FL 34108 Phone: N/A Website: N/A Submission Date: Jul 21, 2025 11:29 AM (Eastern Time) Page 3338 of 9661 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT GEN No. 25-8377 DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT undefined - DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 Page 2 ADDENDA CONFIRMATION Addendum #1 Confirmed Jul 21, 2025 3:03 PM by Susan Diuk Addendum #2 Confirmed Jul 21, 2025 3:03 PM by Susan Diuk Addendum #3 Confirmed Jul 21, 2025 3:03 PM by Susan Diuk QUESTIONNAIRE 1. I certify that I have read, understood and agree to the terms in this solicitation, and that I am authorized to submit this r esponse on behalf of my company.* Confirmed 2. ALL DOCUMENTS REQUIRING EXECUTION SHOULD BE EITHER BY WET SIGNATURES OR VERIFIABLE ELECTRONIC SIGNATURES. FAILURE TO PROVIDE THE APPLICABLE DOCUMENTS MAY DEEM YOU NON-RESPONSIVE/NON-RESPONSIBLE. Confirmed 3. Grant Funded Request for Professional Services (RPS) Instructions Form * Grant Funded Request for Professional Services (RPS) Instructions have been acknowledged and accepted. Confirmed 4. Collier County Purchase Order Terms and Conditions* Collier County Purchase Order Terms and Conditions have been acknowledged and accepted. Page 3339 of 9661 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT GEN No. 25-8377 DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT undefined - DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 Page 3 Confirmed 5. Insurance Requirements* Vendor Acknowledges Insurance Requirement and is prepared to produce the required insurance certificate(s) within five (5) da ys of the County's issuance of a Notice of Recommended Award. Confirmed 6. Proposal Submittal* Please submit a proposal per Evaluation Criteria outlined in Solicitation. 25-8377_DesignServicesforOilWellRoad_Jacobs.pdf 7. Collier County Required Forms VENDOR DECLARATION STATEMENT (FORM 1)* 1_Vendor_Declaration.pdf CONFLICT OF INTEREST AFFIDAVIT (FORM 2)* 2_Conflict_of_Interest.pdf IMMIGRATION LAW AFFIDAVIT CERTIFICATION (FORM 3)* 3_Immigration.pdf REFERENCE QUESTIONNAIRE (FORM 4) Reference_forms.pdf GRANT PROVISIONS AND ASSURANCES PACKAGE (FORM 5)* Grant_Forms_combined.pdf PROOF OF STATUS FROM DIVISION OF CORPORATIONS - FLORIDA DEPARTMENT OF STATE (SUNBIZ)* Page 3340 of 9661 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT GEN No. 25-8377 DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 [JACOBS ENGINEERING GROUP INC] RESPONSE DOCUMENT REPORT undefined - DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3 Page 4 http://dos.myflorida.com/sunbiz/ should be attached with your submittal. L_Sunbiz_Registration_2025.pdf E-VERIFY - MEMORANDUM OF UNDERSTANDING* EVerify_MOU.pdf W-9 FORM* W9_signed.pdf SIGNED ADDENDUMS (IF APPLICABLE) Addenda_1_3.pdf MISCELLANEOUS DOCUMENTS Insurance_Documents.pdf Page 3341 of 9661 Page 3342 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page i COVER LETTER Dear Selection Committee Members: To effectively deliver the Oil Well Road Widening Design, (Grant Funded Project) the Collier County Transportation Engineering Division (County) should engage a qualified, locally based consulting team with demonstrated expertise across the wide spectrum of services required for this project. These include roadway design, bridge design, utility design, drainage design, environmental surveys, permitting, multimodal accommodations for bicyclists and pedestrians, wildlife crossing design, understanding of current and future site conditions, access management requirements coordination with proposed residential and commercial developments, constructability assessments, and management of schedule-sensitive tasks such as permitting and ROW acquisition. Jacobs is that team! The widening of Oil Well Road Segment 3 is a key component of the County’s future plans to improve the overall traffic network and system connectivity in the eastern Collier County area. Serving as an evacuation route, the design of Oil Well Road plays a pivotal role in upholding the safety and resilience of the County’s transportation system. The project need has been documented in the Collier MPO 2045 Long Range Transportation Plan, the Randall Boulevard and Oil Well Road Corridor Study, and the Collier MPO 2050 Long Range Transportation Plan (Draft). This design project will require coordination with a few planned projects within the area including the Everglades Blvd. Widening, “Future” Big Cypress Pkwy, (2) Utility Infrastructure Projects along Oil Well Road (Skysail to Oil Well Grade Road, Oil Well Grade Road to Horse Trials), Rivergrass Developments, Town of Big Cypress, and Longwater Village. It is crucial that the County’s consultant team understands the complexities associated with these intertwining network projects, as well as the many associated design, permitting, and construction challenges associated with Oil Well Road. Our team has unique experience from working on the original designs of Oil Well Road Segments II, III, and IV. Drawing upon our firsthand experience on Oil Well Road, as well as the projects highlighted in Section 3: Past Performance, Jacobs possesses a deep understanding of the specific requirements of this important project and is well-prepared to support the County in delivering it with efficiency and precision. Our team, led by Project Manager (PM), Steve Wallace, PE, has full access to all the staff resources required to deliver the Oil Well Road Widening Design project. Steve has 29 years of transportation planning, design, and construction experience including work on numerous Collier County roadway projects including Pine Ridge Road, Immokalee Road, Vanderbilt Beach Road I, and Goodland Drive. Steve’s proven leadership, attention to detail, and ability to effectively coordinate complex teams make him exceptionally well-suited to drive this project to successful completion. Nathan Lunsford, PE will serve as the Deputy Project Manager for this project and will leverage his experience delivering County projects with aggressive schedules and stakeholder coordination challenges. Bill Gramer, PE, AICP will serve as Principal-In-Charge/Project Coordinator. Your staff knows Bill as a proactive client service manager who has been 100% dedicated to Collier County for the last 25 years! Bill was the Project Coordinator on the original Segment 3 Design. July 21, 2025 Dania Guerrero Procurement Strategist Procurement Services Division 3295 Tamiami Trail East, Bldg. C-2 Naples, FL 34112 Subject: RPS No.: 25-8377 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road Our team members have already evaluated the project and identified recommended modifications to improve mobility, enhance safety, and accommodate future traffic volumes, while avoiding or minimizing impacts to the community and natural environment. These recommendations will maximize operational efficiency, improve constructability, minimize impacts, reduce costs, and expedite permitting! Our team’s experience, particularly in designing previous segments of Oil Well Road, will help streamline our approach to this project and will expedite alternatives analyses of the horizontal and vertical alignments of the roadway, bridge, utilities, drainage, ROW needs, and permitting. Jacobs has unique knowledge and experience, as 12 members of our team designed previous segments of Oil Well Road, including the Lead Roadway Engineer and EOR for Segment 3! Jacobs offers rare insight and knowledge of Oil Well Road! Page 3343 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page ii COVER LETTER Our team combines the best of planning, design, and construction – a combination that is hard to match. They meet all the stated requirements in your Request for Professional Services (RPS) including knowledge and experience with current construction and regulatory conditions, good communication skills with a strong commitment to team collaboration, and successful delivery of contract documents in accordance with FDOT and County policies, procedures, and requirements. The Jacobs team is certified with FDOT in all required work groups for this project. Supporting Jacobs on this project are six subconsultants that bring specialized expertise and recent, relevant experience working with both Jacobs and the County: Johnson Engineering; Capital Consulting Solutions (CCS); Dyer, Riddle, Mills & Precourt, Inc (DRMP); Environmental Science Associates (ESA); Ardaman & Associates; Archeological Consultants Inc (ACI); and Rose Consulting Advisors, Inc. Jacobs has previously worked with all of these team members, and they are a perfect complement to our team from both a professional and personal perspective. These firms bring specialized skills and relevant knowledge of both the County and the project area. Our team’s understanding of the history behind this project and the planned development within the area means no time or money is wasted re-evaluating or pursuing alternatives that have already been deemed non-feasible or that don’t conform to the needs and desires of the County and many project stakeholders. Unique features that set Jacobs apart Our team offers unmatched Collier County planning and engineering expertise, a strong local presence, a multi-disciplined in-house team, and directly applicable experience along the Oil Well Road Corridor. Our team members are available and have decades of experience successfully delivering more than 15 Roadway Widening Projects for Collier County and offers the County the right mix and level of expertise required, which allows for a cost-effective delivery of services. Twelve (12) Members of our team as well as two (2) Sub-Consultants have unique expertise from being involved in the original designs of the Oil Well Road Segments 2, 3 and 4. Our understanding of the changes required to the original Oil Well Road Segment 3 Plans to accommodate recent and planned Residential and Commercial development along the corridor – Documented in detail, in Tabs 1, 2 and 3.o Revision of Vertical Profileo Revision of Bridge Type (to lower Profile)o Revision of Drainage Design in Basins 500, 600, 700 & 800 per DCA’s o New Signalization Design for Desoto and Rivergrass Intersectionso New Utility Design (16 Inch WM, 16 Inch FM, 16 Inch IQ)o New Wildlife Crossing (WC-3) Designo Revision of Intersections to provide safe and efficient operationso Consideration of “Future” Big Cypress Parkway Intersection needso Revision of Access Management for new and planned developmentso Environmental Resource Permit Requirementso USACE Permit Requirements Proximity to County offices and project site results in highest level of responsive, on-demand service. Our Naples office, less than 15 minutes from the County offices, will ensure responsiveness during Design and Construction.Our team has carried out extensive fieldwork and data collection, including GIS surveys, utility records, field imagery, and aerial photography, to support this proposal. We have thoroughly examined all project elements and investigated key issues such as access management, drainage systems, right-of-way and easement considerations, developer agreements, and necessary permitting requirements.Our team is committed to delivering a thoughtfully designed project that is constructible, safe, and operationally efficient. Through our Public Involvement Plan, we will facilitate consensus among local residents and key stakeholders. Jacobs is uniquely positioned to deliver this project on time and within budget, with your goals in mind.We look forward to continuing to partner with the County and help you achieve your goals and visions for our community. If you have any questions or require additional information, contact me at 239.860.4922 or Bill.Gramer@jacobs.com. Our team is ready to begin work immediately!Sincerely, Bill Gramer, PE, AICP - Principal-In-Charge/Jacobs The Jacobs Team brings targeted expertise to this project, having worked on designing all three (3) Segments of Oil Well Road. Our familiarity with the corridor’s history and its design challenges offers invaluable insight! This unique perspective is reflected in our Proposal. We provide alternatives, document issues and provide solutions. Page 3344 of 9661 Page 3345 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 1 Experience and Partnership Since 1977, our firm has maintained a longstanding and trusted relationship with Collier County, serving as a strategic partner in the successful delivery of infrastructure projects throughout the region. With over 30 years of continuous service designing major Collier County Roadways, we have completed a broad portfolio of assignments encompassing roadway design, utility infrastructure, site-civil engineering, permitting, and construction management. Local Knowledge and Integration Our team's direct and sustained engagement with Collier County has cultivated a deep understanding of: Existing conditions and infrastructure systems County regulations and Growth Management Plan requirements Agency review processes and criteria Stakeholder priorities and community concerns This thorough familiarity positions our team to proactively address challenges and deliver tailored solutions aligned with Collier County’s strategic transportation infrastructure goals. Capability and Compliance We bring proven capability in delivering complex transportation design projects that adhere to: Applicable federal, state, and local design standards Collier County specifications and technical requirements Environmental and permitting constraints unique to the region Our thorough grasp of the project delivery workflow ensures efficient coordination across agencies and smooth integration into the County’s desired 18-month project Design timeline. Pre-Qualification and Certification Our firm is pre-qualified with the Florida Department of Transportation (FDOT) in all required work groups relevant to the scope of the Oil Well Road Widening Design Project. Our Subconsultant Partners “Preference will be given to companies making up the team that have worked together on delivery of similar projects.” To ensure the successful delivery of the Oil Well Road Widening Design Project, we have assembled a team of trusted subconsultant partners, each selected for their specialized expertise and proven performance on Collier County transportation initiatives. This collaborative team structure reflects our commitment to delivering cost-feasible, technically sound, and community-supported solutions. Jacobs has worked with these firms on numerous Collier County Transportation projects. Johnson Engineering, Inc. will provide all required survey/SUE/right-of-way (ROW) services and assist with utility and environmental tasks. Johnson Engineering provides a wide variety of engineering services for transportation design, utility improvements, environmental permitting, land development, land planning, landscape architecture, and construction observation and inspection. Their surveying and mapping group specializes in subsurface utility location and mapping or subsurface utility exploration (SUE), transportation surveying, hydrographic surveying, and geographic information systems (GIS). Jacobs and Johnson Engineering have worked together on multiple County roadway projects. We recently worked together on the Wilson Boulevard Widening Project, Wilson Boulevard Corridor Study, Wilson Boulevard Wellhouse & Infrastructure Improvements Project, Pine Ridge Road Corridor Improvements, Tamiami Wellfield Wilson Boulevard Widening Impact Study, Vanderbilt Beach Road Extension, Vanderbilt Beach Road Widening, Lake Trafford Road Improvements, & Collier Boulevard III Widening Projects. Drone photo of Oil Well Rd. east of Everglades Blvd.The Jacobs Team will be led from our Tampa, FL office, by Project Manager Steve Wallace, P.E. who has been working in Collier County on Roadway Widening Projects since 1999. His Collier experience includes Pine Ridge Road, Immokalee Road, Vanderbilt Beach Road and Goodland Drive widening and design projects. Steve’s project team includes twelve (12) core staff who successfully delivered Oil Well Road Segments II, III, and IV! Our Naples staff will serve as the local liaisons to help ensure efficiency, facilitate project delivery and provide prompt responsiveness during design and construction. 1. ABILITY OF PROFESSIONAL PERSONNELPage 3346 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 2 1. ABILITY OF PROFESSIONAL PERSONNELCapital Consulting Solutions (CCS) (MBE) will provide support for data collection, maintenance of traffic (MOT), and public outreach. CCS brings local knowledge and relationships with a variety of Southwest Florida stakeholders, including Collier County, Collier MPO, Lee County, Lee County MPO, FDOT District One, and the City of Bonita Springs. CCS has worked side-by-side with our Naples-based staff on multiple projects, including many County General Services Contracts, FDOT LAP projects, Wilson Boulevard Widening, and Vanderbilt Beach Road Widening. CCS is a Minority Business Enterprise (MBE) firm based in Collier County, and its founder Adam Ahmad, PE, AICP, CGC, has direct experience on County roadways, including Vanderbilt Beach Road Extension, Vanderbilt Beach Road Widening, Collier Boulevard, and Tree Farm Road. Environmental Science Associates (ESA) will conduct noise studies for this project. An environmental consulting and planning firm committed to sustainability principles, ESA brings more than 50 years of experience in all aspects of project planning, environmental assessment, natural resource management, and regulatory compliance. ESA has 30 years of experience in the Florida transportation industry, including conducting noise studies for surface transportation projects. ESA staff have helped clients with traffic noise-related policy and guidance document development, peer reviews, and development and instruction of traffic noise training courses. ESA staff has received formal training in the Federal Highway Administration (FHWA’s) Traffic Noise Model (TNM) and Highway Traffic Noise Analysis from the National Highway Institute and are FDOT-certified to perform traffic noise studies. ESA has provided Noise Studies for numerous Jacobs Collier County projects including Collier Blvd I, Collier Blvd II, Collier Blvd III, Vanderbilt Beach Road, and the Vanderbilt Beach Road Extension. Archaeological Consultants Inc. (ACI) will provide archaeological and historical services. Archaeological Consultants, Inc. (ACI), is Florida’s oldest full-service cultural resource management (CRM) company, is a woman-owned business, certified by the State of Florida as a Minority Business Enterprise (MBE), a Disadvantaged Business Enterprise (DBE), and a Woman Owned Small Business (WOSB) by the federal government. ACI has successfully helped clients navigate local, state, and federal regulations for over 46 years. During this time, ACI has developed a long-standing relationship with the Florida Division of Historical Resources (FDHR). ACI conducts over 150 projects per year ranging from small scale desktop analyses to multi-state team projects. ACI’s experienced staff of archaeologists, architectural historians, GIS specialists, technicians, and administrative personnel has the education, specialized training, and technical skills to provide cultural resource assessment surveys, NRHP nominations, Case Studies, Memoranda of Agreement, 4(f) evaluations, resource mitigation, CRM training, and other CRM services. Ardaman & Associates, Inc. will provide geotechnical services. They prepared the Preliminary Geotechnical Engineering Report for our Wilson Boulevard Corridor Study and have direct knowledge of the Golden Gate Estates & project area. They bring extensive experience in Florida’s transportation infrastructure, including geotechnical engineering on hundreds of transportation projects ranging from full design of complex interchanges and high-level marine bridge structures to small County roadway widening projects and Project Development and Environment (PD&E) studies. Ardaman has continually provided geotechnical services in Southwest Florida since 1974. Their staff understands and is experienced implementing current FDOT and local County design standards and methodologies. Ardaman has provided geotechnical services for numerous Jacobs, Collier County, and FDOT projects—many managed by our team members—including the Collier Boulevard (CR 951) Widening, Gator Canal Bridge, Vanderbilt Beach Road Extension, Alligator Alley Collier County Toll Plaza, and North Collier Boulevard from Jolley Bridge to San Marco Road Phase II projects. RCA’s Principal-In- Charge, Brian Rose has more than 20 years of drainage design and permitting experience as well as another six years of geotechnical engineering experience. He has extensive experience in SW FL including Collier County. He has a vast knowledge of drainage patterns in Southwest Florida and helped resolve and provide drainage input on numerous drainage issues for both public and private property owners during his tenure at South Florida Water Management District (SFWMD). Brian has worked on many different projects from new sidewalks and accommodating off-site drainage, such as 23rd Street SW in Collier County to major capacity projects such as I-75 from Luckett to SR 80 in Lee County. These projects required a variety of stormwater treatment systems from ponds to linear treatment swales as well as stormceptors and nutrient baffle boxes. He has permitted numerous projects through SFWMD and Southwest Florida Water Management District (SFWMD). DRMP is well known for delivering innovations to our clients with every project. This mindset has led to long-lasting client relationships. Our expert staff of engineers, surveyors, planners, scientists and inspectors work together to offer a broad range of services throughout the Southeastern United States. By bringing every perspective to the table, we make powerful ideas a reality while transforming the communities we serve. DRMP is consistently ranked in Engineering News-Record’s “Southeast Top Design Firms” and “Top 500 Design Firms” in the United States. DRMP has worked on Collier County projects, and offers expert staff of engineers, surveyors, planners, scientists, and inspectors throughout Southwest Florida. Ardaman was a member of the Oil Well Road Segments 2, 3 and 4 Team ACI was a member of the original Oil Well Road Segments 2, 3 and 4 Team Page 3347 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 3 1. ABILITY OF PROFESSIONAL PERSONNELThe Jacobs Team The Jacobs team offers the County specialized skills and recent, relevant experience to successfully deliver all of the scope items outlined in the RPS on schedule and within budget. The key personnel committed to working on the County’s project bring a broad base of technical expertise and familiarity with Collier County. Our project management, design, permitting, and production teams are locally based, accessible, and available to meet with County staff as needed. Our team organization structure is shown in Exhibit 1-1 below. Exhibit 1-1 Team Organization Chart Page 3348 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 4 1. ABILITY OF PROFESSIONAL PERSONNELMeet Your Key Staff The following are brief overviews of our team management and task leads and their unique qualifications to serve you on this project. Resumes for all team leaders are shown on our team’s organization chart can be found in the Appendices of this submittal. Frank Scerbo, PE QA/QC Roadway Frank has over 43 years of multi-disciplined transportation experience focused on management of highway design projects, including the review and evaluation of work performed by others. He is experienced in roadway design, traffic engineering, Intelligence Transportation Systems, bridge design, geotechnical, survey, and right of way mapping. Frank was the Engineer of Record for the original Oil Well Road Segment 3 Design giving him unparalleled understanding of the project’s history. He has also been the project manager on numerous other Collier County projects including various phases on Collier Boulevard Widening, from US-41 to Immokalee Road. Frank’s background also includes managing roadway projects for FDOT District 7 and Hillsborough County, Florida. Bill Gramer, PE, AICP Principal-In-Charge/Project Coordinator Bill has more than 37 years of experience managing and coordinating a wide range of planning and engineering assignments. He routinely manages and coordinates multi-firm team efforts and provides insight into local conditions, clients, and agencies. Bill is well known to the County as a proactive manager who has been 100 percent dedicated to Collier County for more than 25 years, including serving as project manager and roadway task lead for all our teams’ major Collier County roadway projects and 15+ General Services Contracts. Bill successfully led the Vanderbilt Beach Road Extension Project, Collier Blvd Widening Project(s) I, II, & III (from US-41 to Immokalee Road), Pine Ridge Road II, Vanderbilt Beach Road Widening, Wilson Boulevard Widening Corridor Study, and is actively managing the Wilson Boulevard Widening Design Project, and soon to begin Everglades Blvd. Widening Project giving him unmatched insight into this project area. Bill helped successfully coordinate and deliver Oil Well Road Segments 2, 3 and 4. Nathan Lunsford, PE Deputy Project Manager Nathan has 8 years of experience in transportation roadway, bridge and utility design, transportation planning, developer review and coordination, site/civil projects, and project management. He has worked on an array of projects including roadway, traffic, transit, planning, bridge relocation, utility relocations, project pursuits and business development, corridor studies, and presentations. He has an excellent working relationship with Collier County’s Growth Management Department, Collier County Public Works Departments, and extensive stakeholder interaction experience. Nathan has extensive experience with nearby and relevant roadway widening planning and design project which will prove useful in this project. Steve Wallace, PE Project Manager Steve has worked closely with Collier County since 1999 on Roadway widening and design projects such as Pine Ridge Road, Immokalee Road, Vanderbilt Beach Road and Goodland Drive. His background includes roadway design, drainage design, construction, utilities, PD&E and specifications. Steve has an in-depth understanding of Collier County approaches to engineering, budgeting, construction, and certification and has managed many sizes and types of projects for municipalities as well as the Florida Department of Transportation. Steve has a robust engineering background and hands-on experience managing transportation projects throughout Southwest Florida. Having successfully led multiple projects in the region, Steve understands the local permitting requirements, environmental considerations, and coordination needed with county agencies. His ability to integrate engineering knowledge with strategic project management ensures that timelines, budgets, and quality standards are consistently met. Page 3349 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 5 1. ABILITY OF PROFESSIONAL PERSONNELKey Staff, Continued Velvet Bridges, PE, MSCE QA/QC – Structures Velvet has 35 years of experience in the design of concrete bridges, structural modeling, and quality control. Her experience also includes preliminary and final design of major bridge structures in concrete, including grade separations and water crossing, post-tensioned segmental concrete, and long-span cable-stayed types. Velvet brings valuable experience in the design of miscellaneous structures, including gravity walls, retaining walls, sign structures, and signal pole foundations. This expertise is directly applicable to the scope and technical requirements of the project, ensuring a high level of proficiency in structural design and implementation. Danh Lee, PE QA/QC – Drainage/Permitting Danh has extensive experience designing transportation and drainage projects and developing plans for major and minor roadways, expressways, and interstate highways, including major multi-level interchanges. He has successfully procured numerous surface water and environmental permits for clients across Florida, including permits from SJRWMD, SFWMD, SWFWMD, FDEP, USACE, and the EPA. Danh brings in-depth knowledge of drainage needs and considerations along the project corridor, having served as Drainage QC Lead for the Pond Siting Report as part of the Wilson Boulevard Corridor Study and is familiar with the Golden Gate Estates area and permitting requirements. Jeff Oestreich Roadway Design Lead Jeff has over 30 years of experience in the transportation industry with expertise in roadway design, traffic control layout, typical sections, signing, pavement design, traffic signal design, stormwater, permitting, and construction inspection. He has served in a lead project delivery role where he managed teams with an emphasis on roadway design and 3D modeling. This required close coordination with other project disciplines to ensure delivery and integration of 3D project requirements, as well as facilitating value engineering teams. Jeff is certified as a Bentley Premier Scholar Accreditation for OpenRoads Designer as well as Florida Department of Transportation Advanced Work Zone Traffic Control. He has worked on several Collier County projects as the lead roadway designer including the Vanderbilt Beach Road Extension, and Collier Boulevard Widening project(s). Jeff was the Roadway Lead Engineer for the original Oil Well Road Segment 3 Design Brett Rakita, PE Structural Design Lead Brett has 27 years of work experience in the field of structures design with 25 years focusing on transportation structures, including performing structural analysis and design for steel and concrete bridges and buildings. He also has experience with shop drawing review, bridge inspection, and load rating for various bridge types. He has experience with miscellaneous structure design for projects including gravity walls, retaining walls, sign structures, and signal pole foundation design which will be applicable to this project. Brett has a broad experience of major design-build projects and post design services. Brett has been the structural Engineer of Record and Structural Project Engineer for numerous Collier County projects, including Vanderbilt Beach Road Ext., Wilson Blvd Roadway Widening, and Collier Blvd Widening III-Phase II. Page 3350 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 - 6 1. ABILITY OF PROFESSIONAL PERSONNELKey Staff, Continued Mike Dickey, PE Utilities Design Lead Mike has more than 25 years of experience on utility projects, including planning and distribution and collection systems. Mike’s experience includes working for a local utility contractor, giving him an in-depth understanding of how engineering designs are translated from paper to pipes in the ground. This experience has also honed Mike’s ability to develop designs that emphasize constructability. Mike has been the project manager and engineer of record for many water and wastewater utility projects in Southwest Florida. He has extensive experience with the utility infrastructure within the NESA corridor and along Oil Well Road giving him a comprehensive understanding of the existing and planned utility systems in this area. Rick Gorsira Permitting/Environmental Lead Rick has over 40 years of experience in ecological assessments, stormwater, surface water, groundwater, wetland delineation, sediment sampling design, and wildlife assessments. He has expertise monitoring wellfield withdrawal impacts on wetland hydrology and other water supply projects. Rick has managed numerous projects involving National Pollutant Discharge Elimination System permitting and environmental compliance, and he brings extensive experience in aerial photo interpretation, hydroperiod assessments, water supply and reuse water recharge applications, and Environmental Resource Program permitting for water supply projects throughout Florida. Rick assisted with the Wilson Boulevard Widening Corridor Study, Vanderbilt Beach Road Extension, Vanderbilt Beach Road Widening Project and Collier Boulevard Widening project(s). Rick was an Environmental Lead Engineer for the Oil Well Road Segments 2, 3 and 4 Design Tom Ross, PE Traffic Lead Tom has more than 35 years of well-rounded transportation planning, traffic, operations, and design experience for state and local government. He has extensive experience in providing quality review for traffic operations design plans, traffic operations analysis and planning studies. Tom utilizes his expertise in traffic operations analysis, traffic design, access management and transportation planning to develop solutions that improve traffic flow and enhance safety. Tom was the lead traffic engineer and assisted with the Wilson Boulevard Widening Corridor Study, Vanderbilt Beach Road Extension, Collier Boulevard Widening project(s) and the Vanderbilt Beach Road Widening project and serves Collier County as needed to perform reviews of traffic impact reports (100+ to date) and DRIs and develop guidelines for traffic impact studies. Tom was a Traffic Lead for the Oil Well Road Segments 2, 3 and 4 Design Ricky Ly, PE Drainage Design Lead Ricky has over 17 years of experience in FDOT and local municipality drainage design and plans requirements, district policies and an in-depth knowledge of state and local design and environmental resource permitting criteria. His technical experience includes stormwater/drainage design and permitting, hydraulic and hydrologic modeling, bridge deck drainage, stormwater management, plans preparation, cost estimates and bid document preparation. Ricky was the lead drainage engineer for numerous Collier County projects including Wilson Blvd Roadway Widening, and Collier Blvd Widening III-Phase II. Page 3351 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -7 1. ABILITY OF PROFESSIONAL PERSONNELKey Staff continued Hung Tu, PE, SE Structures Hung Tu, PE, SE, serves as a Lead Structures Engineer for DRMP’s Transportation Market Sector. His primary duties consist of design of structural elements and production of structures plan sets. His design assignments have included AASHTO Girder bridges, Florida-I Beam bridges, pedestrian bridges, conventional reinforced concrete piers and minor bridge widenings. He has experience working on both conventional and design-build projects. He also has design experience in mast arms, cantilever signs, span signs, drilled shafts, box culverts, bridge load ratings and shop drawing reviews. Adam Ahmad, PE, AICP, CGC Traffic Data & Modeling Adam has 15 years of experience in the planning and design of civil/site work and has been involved in nearly all of Jacobs’ transportation projects in Southwest Florida for over a decade. He has experience in a variety of planning, engineering, technical, analytical, statistical, and project review activities. Adam managed the Seminole Tribe of Florida Long Range Transportation Plan, Collier Area Transit’s Facility Design Guide, and prepared $100M dollars in grant applications. Paul Benvie, PE Utility Design Paul Benvie, PE, serves as the Fort Myers Office Leader for DRMP’s Civil Services Market Sector. He has 17 years of experience in civil engineering and has served as Project Manager and Design Engineer for the design, permitting and construction of roadway and utilities infrastructure projects, utility-scale energy production and distribution projects, as well as many residential, commercial and municipal development projects. Mr. Benvie is wellversed in Construction Engineering and Inspection (CEI), construction materials testing, structural engineering, mechanical engineering and geotechnical engineering. Mr. Benvie has been instrumental in the preparation of permit applications in all local jurisdictions, including South Florida Water Management District, Florida Department of Transportation, Lee County, City of Fort Myers, City of Cape Coral, City of Naples and Collier County. Laura Herrero, PE Environmental Laura has 28 years of experience and is the director of Johnson Engineering’s environmental consulting team. As a Certified Senior Ecologist, Laura has led environmental and permitting efforts on many private and public sector projects. She has also provided expert witness testimony on ecological issues related to Collier and Lee County zoning cases. Laura’s continued work in Collier County makes her a vital asset to our team. Page 3352 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -8 1. ABILITY OF PROFESSIONAL PERSONNELTeam MemberRoleCollier County Roadway Projects ExperienceRobert GrubelTraffic Data & Modeling✓Nathan ShayTraffic Data & Modeling✓Nick MeyersTraffic Data & Modeling✓Rebecca SialTraffic Data & Modeling✓Colleen Ross, PECommunity Outreach✓Tara Jones, PECommunity Outreach✓Sonal Dodia, EICommunity Outreach✓Vanessa DavisCommunity Outreach✓Irman Shah, PELighting & Signalization ✓Mohammed Okok, PELighting & Signalization ✓Laura Glaser, PELighting & Signalization ✓Mike Dickey, PEUtilities Lead✓Laura Herrero, CSEEnvironmental✓Jennifer Korn, PhD, CWB Environmental✓Greg Thomas, AEEnvironmental✓Jared Brown, PEUtility Design/ Construction✓Billy Saum, PEUtility Design/ Construction✓Ray Dechert, CDLSUE; Bridge Hydraulic Analysis; Control Surveying✓Rick Daniels, PSMSUE✓David Hyatt, PSMSurvey & ROW Mapping; Bridge Hydraulic Analysis; Control Surveying✓Kevin RisCassi, PSMSurvey & ROW Mapping ✓CCSAdam Ahmad, PE, AICPMOT & TTC; Graphics; Traffic Data & Modeling✓Mike MulbargerNoise Study✓Ryan HorstmanNoise Study✓Lee Hutchinson, RPAArchaeological/Historical✓Maranda Almy Kles, PhD, RPA Archaeological/Historical✓Kimberly M. Irby, LEED AP Archaeological/Historical✓Ivan Sokolic, PEGeotechnical & Lab Testing; Foundation Studies✓Cory Schulte, EIGeotechnical & Lab Testing✓RCABrian Rose, PEDrainage/ Permitting✓Hung Tu, PE, SEStructures✓DRMP, Inc.Paul Benvie, PEUtility Design/ Construction✓Pavan Paiavula, PEMOT & TTC✓ACIARDAMANJACOBS ENGINEERINGJOHNSON ENGINEERINGESATeam MemberRoleCollier County Roadway Projects ExperienceSteve Wallace, PEProject Manager✓Nathan Lunsford, PEDeputy Project Manager✓Bill Gramer, PE, AICPPrincipal-In-Charge/Project Coordinator✓Frank Scerbo, PEQA/QC -Roadway✓Velvet Bridges, PE, MSCE QA/QC -Structures✓Danh Lee, PEQA/QC- Drainage/ Permitting✓Jeff OestrichRoadway Design Lead✓Brett Rakita, PEStructural Design Lead✓Ricky Ly, PEDrainage Design Lead✓Rick GorsiraPermitting/ Environmental Lead✓Tom Ross, PETraffic Lead✓Curt Basnett, PEGeotechnical & Laboratory Testing; Foundation Studies✓Ken Wooten, PEHighway & Roadway✓Andre Reaume, PEHighway & Roadway✓Romain Gayet, PEHighway & Roadway✓David HernandezHighway & Roadway✓Nick De Ciccio, PEDeveloper/ Adjacent Project Coordination✓Kevin HeldorferMOT & TTC; Survey & ROW Mapping✓Kerrianna Chatham, PEStructures✓Roshani Aryal, PEStructures✓Evan GundersonStructures✓Darren Dyer, PEDrainage/ Permitting✓Byron Russel, PEDrainage/ Permitting✓Felicia Kirby, PEDrainage/ Permitting; Environmental✓Kristen BridgesDrainage/ Permitting✓DeeAngela Tjikueni, PESigning, Marking & Channelization✓Donna ChandlerSigning, Marking & Channelization✓Ernest Sackey, PE, CVPITS✓Kwadwo Amankwah, EIITS✓Joseph Martin, PEConstructability Reviews✓Steve GodinGraphics✓David DishmanGraphics✓JACOBS ENGINEERINGJacobs has successfully worked with our subconsultant partners on many past Collier County Roadway Projects. The team members shown have all worked successfully together on similar projects, creating a synergy which will ensure efficient and effective project delivery. Exhibit 1-2 Team members’ roles and past Collier County Roadway Projects Experience Page 3353 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -9 1. ABILITY OF PROFESSIONAL PERSONNELBill Gramer, PE, AICPProject CoordinatorPrincipal-In-Charge/Project CoordinatorFrank Scerbo, PEProject Manager - Segment 3 - EORQA/QC - RoadwayJeff OestreichRoadway Design LeadRoadway Design LeadRick GorsiraPermitting/Environmental LeadPermitting/Environmental LeadTom Ross, PETraffic LeadTraffic LeadCurt Basnett, PEGeotechnical LeadGeotechnical/Foundation StudiesKen Wooten, PEHighway & RoadwayHighway & RoadwayEvan GundersonStructuresStructuresKevin HeldorferRoadway/TrafficMOT & TTC; Survey & ROW MappingAdam Ahmad, PE, AICP, CGCRoadway/TrafficMOT & TTC; Graphics; Traffic Data & ModelingDeeAngela Tjikueni, PESigning, Marking, & SignalizationSigning, Marking, & ChannelizationDonna ChandlerRoadway/Signing & MarkingSigning, Marking, & ChannelizationJACOBS ENGINEERINGTEAM MEMBERSROLE ON ORIGINAL SEGMENT 3 DESIGNROLE ON PROPOSED DESIGNThe team members listed in the table below were integral to the original design of Oil Well Road, each contributing within the roles noted. Their familiarity with the project and depth of experience will streamline design decisions, strengthen coordination across disciplines, and help ensure we remain on track to meet the 18-month design schedule.Exhibit 1-3 Team members’ roles on original Segment 3 design and proposed design 1.– Jacobs has Provided a 9-12 Month Schedule for Permit(s)Jacobs has prepared conceptual layouts of the entire corridor, shown here is the new Faka Union Bridge and SkySail's main entrance, featuring EB directional left and WB U-turn. A detailed list of required changes to the original Segment 3 design is including at the end of this section. Page 3354 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -10 1. ABILITY OF PROFESSIONAL PERSONNEL Our team members know Collier County and understand every aspect of the Oil Well Road Widening Design Project. The Oil Well Road Widening Design team must possess the right combination of technical expertise and relevant experience to seamlessly advance the design to construction. This requires a team with knowledge of the project’s technical complexities including associated drainage and permitting requirements, constructability constraints, temporary traffic control (TTC) requirements and existing Developer Contribution Agreements and how they affect the overall design. Our team possesses institutional knowledge of the various project components, including traffic, urban roadway typical section requirements, bicycle and pedestrian needs, existing and future development conformance, access management criteria, environmental impacts and mitigation, utility coordination and design, and project stakeholder involvement. As the team who delivered the Oil Well Road Widening Segments II, III, & IV, the Randall Boulevard and Oil Well Road Corridor Study (all successful projects within the project area), we are confident that we have the technical expertise, local, relevant experience, and established relationships required to deliver this project in a streamlined, timely, and cost-effective manner. We will capitalize on our previous design project experience to provide implementable, cost-effective solutions that protect environmentally sensitive resources and build consensus by engaging the multiple project stakeholders. The relevant experience our team has delivering previous Oil Well Road Segments II, III, and IV will allow our experienced team to immediately move into design without unexpected issues. Our Team will Focus on Critical Project Elements Our experience designing Oil Well Road Widening Segments II, III, & IV, Vanderbilt Beach Road Extension, Wilson Boulevard Widening, and conducting the Wilson Boulevard Corridor Widening Study allows us to hit the ground running on this project. We already have a deep understanding of the project’s challenges, particularly with utilities, drainage, pond site acquisition and ROW needs, giving us a head start on locking in the design footprint and expediting permitting to move this project from design to construction on time and with potential cost savings for the County. Our task leads will focus on the following “CRITICAL PATH” project components: 1. SFWMD ERP, USACE Permit, SFWMD ROW Permit – Jacobs has Provided a 9-12 Month Schedule for Permit(s) 2.ROW needs for the widening are minor since the existing 200 foot ROW was obtainedpreviously and only Temporary Construction Easements and Temporary Driveway Restoration Easements are required. – Jacobs has Provided a 9-12 Month Schedule for Permit(s)Critical Path Items will require early resolution of the following design components:Roadway Typical Section – Final Refinement to Typical Section, Turn-lanerequirements, access management, Bicycle and Pedestrian AccessEnvironmental Surveys (including Wetland, T&E Species, etc.) – Surveys,Coordination and Field Reviews with AgenciesDrainage Basin and Pond Refinement – Note: Basins 300, 500, 600, 700, 800, and900 have stormwater treatment and attenuation accounted for in existing Permits and Developer Permits. Only Pond 400 needs coordination with SFWMD to determine whether a Dry or Wet Pond will be Designed.Access management for existing and planned developments along Oil Well RoadUtility Design - Location and design of planned Collier County Utilities (11,000 Feetof 16 Inch WM, 16 Inch FM, and 16 Inch IQ) will be coordinated with PUED. Our team has already completed a Sunshine One Call to identify known agency utilities in the area and will coordinate impacts with them and obtain and necessary UWS’s during Design.Bridge Design – Jacobs will consider the use of an FSB Bridge (Not available in 2007-2010), FIB or CIP bridge as opposed to original Type II to minimize costs by lowering profile and expedite construction time. Constructability, construction phasing, and TTC – Traffic requirements, adjacentresidential requirements (access, safety, etc.)Roadway DesignOur team members have already re-familiarized themselves with the Oil Well Road Segment 3 Project, have performed numerous field reviews (including drone aerial and ground photo log) and have finalized their preliminary engineering analyses for the corridor and associated intersection improvements. There are several constraints and considerations along the project corridor, including the numerous existing and proposed communities along with their entrances, planned Big Cypress Parkway, and proposed traffic signals along the corridor. We have carefully reviewed the developer contribution agreements and master plans along thecorridor to ensure we fulfill the obligations to the communities along Oil Well Road.Having completed the Oil Well design in the surrounding segments, our team isfamiliar and prepared to handle these design considerations in Segment III.At the end of this section, we have included a table of Project Elements, Opportunities and Constraints to be evaluated and incorporated into the Final Design based on changes since theOriginal plans were completed. This Project Understanding Table as well as our Project Understanding Exhibit(s) in Tab 2 demonstrates our Teams knowledge of the Project, our availability and our commitment to its successful completion on Budget and Schedule.= Unique Understanding Page 3355 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -11 1. ABILITY OF PROFESSIONAL PERSONNELPermitting and Regulatory Experience in Southwest Florida Because of our experience in Collier County and particularly the Golden Gate Estates area, we have valuable insight on latest agency concerns and processes, which allows us to streamline the application and review process and expedite wherever feasible. Potential permitting issues for this project include wetland impact mitigation, panther habitat mitigation (secondary zone impacts), gopher tortoise mitigation, floodplain compensation, and impacts to other listed species. We have successfully worked with the SFWMD, USACE, and FDEP and prepared permitting plans that meet state and federal guidelines. The project is located within the USFWS Panther Focus Area (Secondary Zone), the 18.6-mile Core Forage Area (CFA) of a known wood stork colony, as well as the USFWS Consultation Areas for the crested caracara, Eastern indigo snake, and the Florida bonneted bat (FBB). Based on habitat within the project vicinity, coordination with the USFWS is anticipated to be needed for these federal species. Our local team members have extensive experience surveying wetlands and performing T&E Species Surveys. We have successfully worked with the South Florida Water Management District (SFWMD), US Army Corps of Engineers (USACE), and Florida Department of Environmental Protection (FDEP) reviewing the plans for meeting state and federal guidelines. Our experience in Collier County keeps us up to date on the latest agency concerns and processes, allowing us to streamline the application and review process and expedite wherever feasible. Felicia Kirby evaluating wetlands for DHW elevation Exhibit 1-4 Demonstrates our team’s experience with regulatory agencies (including those with jurisdiction in Collier County} Exhibit 1-4 Permitting Experience Our team has a proven track record of successfully working with local, regional, and state permitting and regulatory agencies. Page 3356 of 9661 From STA To STA Project Understanding: Stationing shown is based on original "Segment 3" DesignGeneral: Evaluate lowering profile (1.25-1.75' +/-)General: Coordinate locations of "landscaping" irrigation and electrical sleeves with Pam Lulich General: Discuss multi-use 12' vs. 10' pathway (SUN Trail)263+00Discuss utilizing "No-Traffic" at Everglades Blvd signal (coordinate with Traffic Ops)270+55Begin Mill and Resurfacing EB Lanes to remove Lane Merge273+00 286+00Utilize double silt fence on north to protect Wetland "B"276+50.00Roadway Widening/Reconstruction Begins for EB and WB Lanes 277+90 304+20Utilize double silt fence on south side to protect Wetland "C"280+75 282+75Begin right turn lane for Oil Well Lane (TBD) Discuss need with Transportation/Traffic Operations283+34.71Reconfigure median access to provide WB left turn on to Oil Well Lane282+00Remove inlet plug and connect remaining portion of Basin 300 Drainage System to existing 24" pipe282+00 286+50Install new drainage system routed to Pond 300286+20 292+60Design Pond 400 on the north side (wet/dry TBD) Pre-Application with SFWMD will determine289+00 316+70Begin drainage system design for Basin 400289+90Install Pond 400 access driveway on north side292+00 297 +/-County to consider eastbound U-turn location (TBD - discuss with Transportation/Traffic Ops)292+55Connect Pond 400 Outfall Pipe to existing 36" RCP Pond 300 discharge pipe292+65 304+20Utilize double silt fence on north side to protect Wetland "B"301+40Reconstruct driveway to residence - Vertical Driveway Profile required 311+20Reconstruct driveway to residence - Vertical Driveway Profile required 314+30(Left) Existing outfall for Pond 300/400 to remain (36" RCP)314+70Redesign Faka Union Bridge - consider Bridge Types like FSB to lower profile314+70 346+00Basin 500 requires redelineation due to developer agreement314+70 346+00Basin 500 drainage system to be redesigned - to discharge north to SkySail ponds (per JB 500R)316+83.73Construct access ramp for bridge maintenance (EB)318+37.67Construct access ramp for bridge maintenance (WB)325+40 336+60Medians to be redesigned to accommodate SkySail Blvd326+00JB-500R (Design Connection to SkySail Lake 2) (36")327+60 338+00Utilize double silt fence on south side to protect Wetland "E"330+22.69Remove driveway left - Not needed330+90Redesign SkySail Blvd main entrance to provide dual directional left turn lanes (discuss "open median" access with Traffic Ops)333+20 337+00Pond 500 to be removed - Not Needed - Replaced with existing Lake 2 per SkySail DCARequired changes to the original Oil Well Road Segment 3 are documented below along with design considerations Begin Project - Everglades Blvd 1. ABILITY OF PROFESSIONAL PERSONNELDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -12 Page 3357 of 9661 334+32.50Remove driveway for Pond 500 - Not needed335+99.14Access Road 2 to 33rd Ave NE, consider right turn lane - Discuss with Transposrtation/Traffic Ops339+60JB-600R (Design Connection to SkySail Lake 1) (54")348+00 357+60Utilize double silt fence on south to protect Wetland "G"349+00 370+50Basin 600 requires redelineation due to developer agreement349+00 370+50Basin 600 drainage system to be redesigned - to discharge north to SkySail ponds (per JB 600R) 353+80 366+20Medians to be redesigned to accommodate Desoto/Vela intersection - Signalized 359+92.31Desoto Blvd intersection to be redesigned - currently under construction. A signalized intersection (span wire) will be designed. Note: Signal will be relocated to Big Cypress Parkway once constructed and Desoto intersection will be redesigned for directional lefts.359+92.31Desoto SouthRedesign Desoto Blvd for new signalized intersection configuration (lane requirements to be discussed with Transportation/Traffic Ops)361+00 366+80Utilize double silt fence to protect Wetland "N"361+20 365+60Pond 600 to be removed - Not Needed - Replaced with existing Lake 1 per SkySail DCA367+35Provide driveway to north for SkySail temporary construction entrance - Coordinate with Developer367+70 370+00Utilize double silt fence on north to protect Wetland "O"369+50 +/-"Future" Big Cypress Parkway intersection. *Oil Well Road to incorporate certain intersection design features to minimize future throwaway costs and disruption to traffic - future signalized intersection (* to be discussed with Transportation and Traffic Ops Departments)370+50 402+00Basin 700 requires redelineation due to developer agreement370+50 402+00Basin 700 drainage system to be redesigned - to discharge south to Rivergrass ponds389+00 404+40Medians to be redesigned to accommodate Rivergrass signalized intersection394+50Design Drainage System to utilize Basin 700 Connection 1 to Rivergrass Village Lakes396+50Design Rivergrass Village Signalized Intersection (Mast Arms) 404+50Design Drainage System to utilize Basin 700 Connection 2 to Rivergrass Village Lakes415+60 424+00Medians to be redesigned to accommodate Rivergrass North construction entrance416+00Design Drainage System to utilize Basin 700 Connection 3 to Rivergrass Village Lakes423+35Design Rivergrass North Construction Entrance EB left with open median426+00 442+20Utilize double silt fence on north to protect Wetland "P"430+60 442+60Utilize Double silt fence on south to protect Wetland "Q/R"433+00Replace two (2) 30" RCPs (existing) with two (2) 36" RCPs 438+00 461+00Basin 900 to be redesigned and incorporated into developer Basin Connections 800-1 & 800-2439+60Replace existing two (2) 7'x4' box culvert with Wildlife Crossing 3 (WC-3): 20'x 6' 3-sided box. Coordination with Permitting Agencies will be required. Consider Design Jacobs (CH2M HILL) utilized for (2) Wild life crossings in Segment 4.441+40 444+90Provide right turn lane for Gargiulo, Inc. entrance 1. ABILITY OF PROFESSIONAL PERSONNELDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -13 Page 3358 of 9661 444+05Provide entrance for planned LCEC substation444+40 455+20Utilize double silt fence on south to protect Wetland "S"446+00 457+00Medians to be redesigned to accommodate Town of Big Cypress/Star Farms intersection. 451+50Design directional left intersection for Town of Big Cypress/Star Farms. Discuss Intersectin configuration options with Transportation/Traffic Ops. 455+00Remove inlet plug and connect remaining portion of Basin 900 Drainage System to existing pipe. 464+00Design Drainage System to utilize Basin 800 Connection 1 to Star Farms lakes461+20Roadway Widening and Reconstruction Ends for EB and WB Lanes 461+20 469+00Mill and Resurface WB roadway to realign two WB lanes 467+00Design Drainage System to utilize Basin 800 Connection 2 to Star Farms LakesEnd Project - Oil Well Grade Rd 1. ABILITY OF PROFESSIONAL PERSONNELDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 1 -14 Page 3359 of 9661 Page 3360 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 1 2. PAST PERFORMANCE Our proposed project team has extensive experience in Collier County as well as specific experience on Oil Well Road. Jacobs (CH2M HILL) designed three projects along Oil Well Road (Segments II, III, and IV). Segments II and IV were constructed and this project will redesign Segment III to accommodate new and future developments along the corridor. Additionally, twelve members of our team worked on the Oil Well Road designs including the original Engineer of Record (EOR) and Lead Roadway Designer. In addition, we have a long, proven record of successful performance on a large number of roadway widening projects in the County (see Exhibit 2-1 and Exhibit 2-2). Our team of professionals, who have all worked together previously, bring their understanding of local conditions, priorities, regulations, and agencies, as well as your preferred methods of project delivery and standards for quality. Just as important, we have the technical expertise and lessons learned gained from our previous work on this project, as well as our recent coordination with adjacent developers and their applicable developer contribution agreements, allowing us to proactively and efficiently address key challenges that affect project success. Our team’s history of working together on similar projects results in a truly integrated team with a demonstrated ability to successfully complete your project—on time and within budget. Unparalleled Knowledge of Collier County We bring an acute understanding of this project and existing conditions in the area that we have developed over decades of planning, studies, design, and construction management experience on County projects. In addition to delivering more than a dozen major roadway designs for Collier County, our team has completed hundreds of projects under general services contract assignments. Our task order work has consisted of transportation planning, traffic impact study reviews, developer contribution agreement reviews, roadway planning, roadway designs, complete streets, roundabouts, intersection designs, transit designs (bus shelter design, bus stop design), 100 miles of sidewalks and bike lanes, 40 miles of pathways, boardwalk designs, Americans with Disabilities Act (ADA) surveys for 400+ County facilities, grant writing (i.e., Transportation Investment Generating Economic Recovery [TIGER], Safe Routes to Schools, Energy Efficiency and Conservation Block Grant Program [EECBG]), bridge designs, box culvert designs, pedestrian bridges, weir structural evaluations, 100+ miles of utility designs, Florida Department of Environmental Protection (FDEP) permitting, drainage design, South Florida Water Management District (SFWMD) permitting, environmental surveys (i.e., threatened and endangered species, wetlands, contamination), US Army Corps of Engineers (USACE) permitting, consultant peer reviews, pavement evaluations (1,000+ lane miles), site and civil plans, architectural designs, facilities designs, landfill design (i.e., master planning), construction engineering and inspection, and emergency response services. Our Jacobs team has partnered with Collier County over the last 25 years to plan, design, and construct 15 roadway projects within the County requiring services directly related to the Oil Well Road Widening Design. The experience gained over the last 25 years of successful planning and design will allow the Jacobs team to deliver this project efficiently and effectively. Exhibit 2-1: Decades of Experience Working Together Our team members have more than a decade of experience partnering on projects for the County, resulting in a truly integrated approach to the Oil Well Road Widening Design Project. Oil Well Road Widening Segments II, III, and IV (2-Lane to 4-Lane/6-Lane)Wilson Boulevard Widening Design (2-Lane to 4-Lane)Vanderbilt Beach Road Extension (New 6-Lane/2-Lane)Vanderbilt Beach Road I (2-Lane to 6-Lane)Vanderbilt Beach Road Widening (4-Lane to 6-Lane)Collier Boulevard Widening I (2-Lane to 6-Lane)Collier Boulevard Widening II (4-Lane to 6-Lane)Collier Boulevard Widening II Extension (4-Lane to 8-Lane)Collier Boulevard Widening III Phase I (4-Lane to 6-Lane)Collier Boulevard Widening III Phase II (4-Lane to 6-Lane)Pine Ridge Road II (4-Lane to 6-Lane)Immokalee Road I (2-Lane to 4-Lane Widening)Immokalee Road II (4-Lane to 6-Lane Widening)Page 3361 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 2 2. PAST PERFORMANCE Past/Current Project Experience Within Project Area Exhibit 2-2 Experience Within Project Area Page 3362 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 3 2. PAST PERFORMANCE Unique Project Understanding (West Section: Everglades Boulevard to Desoto Boulevard) Exhibit 2-3. Our extensive project area experience over the decades has allowed our team to begin to identify unique project challenges/opportunities in preparation for this RPS. As shown by Exhibit 3-3 and Exhibit 3-4, our team has a detailed understanding of the project and what opportunities/challenges the project brings. This will help the County and Jacobs create a comprehensive scope of work (similar to our rapid scope of work development for Wilson Boulevard Widening Design) which will assist in preventing schedule/budget over-runs.Page 3363 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 4 2. PAST PERFORMANCE Unique Project Understanding (East Section: Desoto Boulevard to Oil Well Grade Road) Exhibit 2-4. Our extensive project area experience over the decades has allowed our team to begin to identify unique project challenges/opportunities in preparation for this RPS. As shown by Exhibit 2-3 and Exhibit 2-4, our team has a detailed understanding of the project and what opportunities/challenges the project brings. This will help the County and Jacobs create a comprehensive scope of work (similar to our rapid scope of work development for Wilson Boulevard Widening Design) which will assist in preventing schedule/budget over-runs. Page 3364 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 5 2. PAST PERFORMANCE GIS Data Collection: Oil Well Road Our team members’ previous experience on Collier County roadways and within the Oil Well Road project area, including Oil Well Road Widening Segments 2, 3, & 4, Big Cypress Parkway Conceptual Design and Right of Way/Drainage Needs Evaluation and the Randall Boulevard/Oil Well Road Corridor Study, gives our team a unique perspective on what important issues will need to be resolved early in the design process to ensure an on-time and on-budget delivery of this Oil Well Road Widening project. For this proposal, our team has researched and put together the following GIS maps, which will help formulate the final scope of work and allow our team to work efficiently upon notice to proceed. Exhibit 3-5: GIS Maps Page 3365 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 6 2. PAST PERFORMANCE The Jacobs Team Experience Within and/or Near the Project Corridor Jacobs led design and permitting for the widening and reconstruction of 11.1 miles of Oil Well Road Segments II, III, and IV. The project involved widening a two-lane rural section to a four-lane and six-lane urban section. Segments II and IV were constructed. Segment III will be redesigned as part of this project to accommodate existing and future developments along the corridor. Our team provided a bridge design report, design, and plans for three bridge replacements, two box culverts, and miscellaneous structures. All three bridge replacements involved three-span American Association of State Highway and Transportation Officials Type II beam superstructures on conventional pile bents. The bridge lengths are 132 feet, 135 feet, and 150 feet, respectively. We performed foundation design and coordinated all other aspects of the design including QA. Our team also performed Load Rating using LRFR for box culvert classified as bridge culvert. We also led extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. Coordination with Collier County Public Schools was required due to the 3 schools on Oil Well Road. The permitting effort included drainage and environmental impacts as well as two wildlife crossings for endangered species such as the Florida Panther. Under this study and design, our team evaluated alternatives to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road (approximately 3.2 miles) from a two-lane undivided roadway to a four-lane divided roadway with curb and gutter. We evaluated alternative alignments to improve mobility, enhance safety, and accommodate future traffic volumes while avoiding or minimizing impacts to the community and natural environment. Proposed improvements also included the addition of sidewalks, a shared-use path, bike lanes for improved multimodal mobility, and bus stop enhancements. Additional project elements included changes to access at the intersections, drainage system upgrades, bridge replacement, utility relocation, and acquisition of right-of-way (ROW). This Oil Well Road Widening project shares multiple similarities to the Wilson Blvd Widening project, including urban typical section, bridge, utility design, wet/dry ponds, three phase maintenance of traffic, signalized intersections, access management modifications, wetland impacts, environmental impacts. During the design, our team has held numerous coordination meetings with developers to review site plans, access management, fair-share cost estimates, drainage assessments, and more. Additionally, we have coordinated with numerous homeowners who are constructing their house along the corridor to discuss the construction of their fence/gate. Our team has identified drainage requirements, including pond site locations, early in the process to expedite ROW acquisition due to limited available parcels along the corridor for ponds. WILSON BOULEVARD WIDENING CORRIDOR STUDY & DESIGN Client: Collier County, FL Completed: Study 2022,Design Ongoing Key Team Members: Bill Gramer, NathanLunsford, Kevin Heldorfer Nick De Ciccio, Felicia Kirby, Rick Gorsira, Sonal Dodia, Darren Dyer, Adam Ahmad, Vanessa Davis OIL WELL ROAD WIDENING SEGMENTS II, III, IV (Immokalee Rd to Everglades Blvd N, Oil Well Grade Rd to Camp Keais Rd) Client: Collier County, FL Completed: 2012 Key Team Members: Bill Gramer, Frank Scerbo, Jeff Oestreich, Rick Gorsira, Adam Ahmad, Tom Ross, Donna Chandler, Kevin Heldorfer, Ken Wooten, Evan Gunderson, Curt Basnett, DeeAngela Tjikueni Page 3366 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 7 2. PAST PERFORMANCE Jacobs managed design for the extension of Vanderbilt Beach Road, a new 7-mile road from east of Collier Boulevard (CR 951) to 16th Street Northeast. We led public involvement, roadway design, drainage, permitting, maintenance of traffic (MOT), structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. The project includes relocating a 2-mile section of the Cypress Canal to the south of the roadway and three new bridges at Curry Canal, Corkscrew Canal, and Orange Tree Canal. Minor improvements to existing intersecting streets included Weber Boulevard, Danbury Boulevard, Massey Street, Douglas Street, Wilson Boulevard, 8th Street Northeast, 16th Street Northeast and a new intersection to Greyhawk Trail for the Golf Club of The Everglades. Our team provided stormwater design for 16 drainage basins, including 11 wet detention ponds and 5 dry detention ponds to treat water quality prior to discharge to the canals. The project included continuous coordination with SFWMD conceptual Environmental Resource Program and construction permits. The project also included utility relocation and wastewater, potable, and raw water main design. The project included ROW acquisition of over 300 parcels comprising of 314 acres. We conducted an environmental assessment, developing innovative approaches to wetland delineations and Florida Land Use, Cover, and Forms Classification System mapping using a mobile data collection platform. The project included a listed species assessment and surveys as well as wetland and other surface water impacts. Jacobs successfully coordinated mitigation credits for the County to purchase from mitigation banks to address impacts to both wetlands and the Florida panther. An environmental resource permit was issued by SFWMD in 2021 with a single request for additional information. We coordinated with USACE and FDEP and obtained a state 404 permit. We are managing the widening of 4 miles of the existing four-lane, urban divided roadway to a six-lane facility. Tasks included public involvement, roadway design, drainage, permitting (SFWMD, USACE, and FDEP), MOT, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Phase I (Green to Golden Gate Boulevard) has been constructed. Phase II (Main Golden Gate Canal to Green Boulevard) is currently approaching 100% Design and will be completed early 2026. Our stormwater design team utilized the extra treatment and attenuation constructed as part of the Collier Boulevard Phase I Widening Project to satisfy the permitting requirements of the Collier Boulevard Phase III Widening Project. The Florida Department of Transportation (FDOT) District 1 initiated a Project Development and Environment (PD&E) study to evaluate proposed improvements at the intersection of Immokalee Road (County Road 846) and Randall Boulevard in Collier County, Florida. Intersection capacity improvements are needed to accommodate the projected future traffic demand. The proposed project will improve future intersection operations and result in enhanced mobility and safety. Additionally, intersection improvements will increase regional transportation network COLLIER BOULEVARD III DESIGN Client: Collier County, FL Completed: Ongoing (3/2026 Final) Key Team Members: Bill Gramer, Nick De Ciccio, Kevin Heldorfer, Nathan Lunsford, Felicia Kirby, Ricky Ly, Adam Ahmad, Rick Gorsira, Tom Ross VANDERBILT BEACH ROAD EXTENSION Client: Collier County, FL Completed: 2022 (Design) Key Team Members: Bill Gramer, Kevin Heldorfer, Nick De Ciccio, Nathan Lunsford, Felicia Kirby, Darren Dyer, Adam Ahmad, Rick Gorsira IMMOKALEE ROAD AT RANDALL BOULEVARD INTERSECTION PD&E STUDY Client: Collier County, FL Completed: 2019 Key Team Members: Bill Gramer, Nick De Ciccio, Kevin Heldorfer, Felicia Kirby, Tara Jones, Adam Ahmad, Colleen Ross Page 3367 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 8 2. PAST PERFORMANCE connectivity, reduce crashes, improve operations on existing evacuation routes, and expand multi-modal access to pedestrian and bicycle traffic in the area. We prepared an initial alternatives technical memorandum to document the need for the project, developed intersection improvement alternatives, and conducted a preliminary comparative evaluation based on engineering constraints, environmental effects, and preliminary cost estimates. Proposed alternatives include at-grade alternatives and grade-separated alternatives to increase the intersection capacity. Jacobs delivered design plans for the median widening of 1.7 miles of the existing four-lane roadway to a six-lane roadway. Tasks included public involvement meetings, roadway design, drainage, permitting (SFWMD), MOT, structural design of a double barrel 9’ x 5’ box culvert to replace an existing 72” pipe, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. The design bid plans have been submitted, and construction is anticipated to start in the summer of 2025. Johnson Engineering and Capital Consulting were sub consultants on this project, providing a synergy and familiarity that will carry over to this project. Our team has also held numerous public engagement meetings with the Pelican Marsh Community, homeowners’ association boards, and Naples Christian Church to educate the stakeholders about the impacts of the widening and the box culvert installation, and how our team has implemented multiple mitigation efforts to minimize impact to their establishments. Jacobs designed the widening of 1.5 miles of State Road 806/Atlantic AVE from an existing 2-lane rural roadway to a 4-lane divided roadway with accommodations for a future 6-lane roadway (median widening). The project included 6’ sidewalks and 7’ buffered bicycle lanes on both sides of the roadway, expanding the intersection of SR 7 and SR 806 to include a third northbound and southbound through lane and a second northbound right turn lane on SR 7, expanding the intersection of Lyons Rd and SR 806 to include three eastbound and westbound lanes, dual eastbound and westbound left turn lanes, and single eastbound and westbound right turn lanes, and to relocate Lake Worth Drainage District L-34 Canal to accommodate the widening. This process also engaged the public with an in-person public involvement meeting in coordination with FDOT. Jacobs conducted a congestion analysis for future (5-year and 20-year) conditions along a 2.3-mile segment of Immokalee Road from Livingston Road to Logan Boulevard, including nine intersections. Our team obtained traffic counts, evaluated surrounding land use, and projected traffic forecasts along the corridor and at the intersections for existing (2019), 2025, and 2040 conditions. Due to the severe congestion projected and limited ROW available, we performed an alternatives VANDERBILT BEACH ROAD WIDENING (US-41 TO FONTANA DEL SOL WAY) Client: Collier County, FL Completed: 2024 Key Team Members: Bill Gramer, Nick De Ciccio, Kevin Heldorfer, Nathan Lunsford, Felicia Kirby, Darren Dyer, Adam Ahmad, Brett Rakita IMMOKALEE ROAD CORRIDOR CONGESTION STUDY Client: Collier County, FL Completed: 2021 Key Team Members: Bill Gramer, Nick De Ciccio, Robert Grubel, Tom Ross, Felicia Kirby, Nathan Lunsford, Kevin Heldorfer, Vanessa Davis STATE ROAD (SR) 806/ATLANTIC AVE FROM W. OF STATE ROAD (SR) 7 TO EAST OF LYONS ROAD Client: FDOT District 4 Completed: Ongoing (Construction) Key Team Members: Joseph Martin, Tara Jones, Colleen Ross Page 3368 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 9 2. PAST PERFORMANCE analysis to evaluate both conventional and innovative alternatives at each of the intersections. The corridor was modeled in SYNCHRO software by Trafficware to conduct the analysis for delay, volume to capacity ratio, and level of service for existing and future conditions under the no-build and build scenarios. Types of innovative improvements evaluated at each of the nine intersections using the FDOT’s Intersection Control Evaluation (ICE) process and evaluated intersection types included a continuous-flow intersection (CFI), jug handle, single point urban interchange (SPUI), restricted crossing U-turn (R-CUT), diverging diamond interchange (DDI), median U-turn (MUT), and Continuous Green-T, as applicable. We prepared concepts for the recommended improvements at each intersection and along the corridor. Concepts with innovative solutions included: SPUI at Livingston RoadA CFI at Strand Boulevard and Juliet BoulevardA DDI at the I-75 interchangeA CFI and SPUI at Logan BoulevardWe prepared a video presentation, including animation for a CFI and DDI, and used it for public involvement activities. We also conducted a public meeting (virtual due to COVID-19 restrictions) and coordinated meetings with stakeholders such as HOAs, business owners, Fire District, FDOT, and Collier County Sheriff’s Department. Jacobs performed this environmental and engineering study to evaluate potential roadway network improvements near Randall Boulevard and Oil Well Road in Collier County. The improvements included development of an east-west corridor to reduce congestion, improve traffic flow, and accommodate future travel demand through 2045. We evaluated potential improvements to Randall Boulevard, Oil Well Road, Desoto Boulevard and Everglades Boulevard and potential corridors on a new alignment. We developed alternatives and comparatively evaluated the social and environmental effects and overall cost of each option. Proposed alternatives included 4 and 6 lane designs for Everglades Blvd and Desoto Blvd. The study considered traffic operation improvements such as roundabouts, grade separated overpasses, frontage roadways, access management, and new traffic signal locations for the recommended alternative. The study process blended preliminary engineering, environmental impact assessments, public outreach, and agency coordination. Our team led public involvement, data collection and projections, corridor alternatives development, evaluation methodology and criteria development, corridor alternatives analysis and ranking, and selection of a preferred corridor alternative. The project consisted of improvements to the Immokalee Road and Collier Boulevard intersection to provide additional capacity (triple-lefts) and extend Collier Boulevard north by about a half-mile. Our team provided roadway alternatives analysis, roadway design, drainage design, sidewalks, bike lanes, pathways, Cocohatchee Canal Relocation (USACE NW permitting), prefabricated bridge crossing of Cocohatchee Canal, CR 951 box culvert extension, signalization, lighting, utility design (36-inch water main, 30-inch water main (42-inch by 540-linear-foot directional drill), 16-inch force main, and 24-inch reclaimed water main), and coordinating transmission and distribution line relocation with Florida Power & Light (FPL). We led permitting with SFWMD, USACE, and FDEP; designed a boat ramp; and coordinated with adjacent developments such as NCH Hospital and CVS. The SFWMD permit included onsite treatment and attenuation and compensatory storage within the adjacent development to minimize costs and maximize treatment. Jacobs’ Immokalee Road-Collier Boulevard Intersection design has been constructed in pieces to accommodate traffic needs and construction budgets. However, we designed the intersection to eventually accommodate a single point urban interchange (SPUI) at this location. RANDALL BOULEVARD AND OIL WELL ROAD CORRIDOR STUDY Client: Collier County, FL Completed: 2019 Key Team Members: Bill Gramer, Tom Ross, Nick De Ciccio, Tara Jones,Kevin Heldorfer, Adam Ahmad, Colleen Ross IMMOKALEE ROAD-COLLIER BOULEVARD INTERSECTION IMPROVEMENTS - FUTURE SPUI Client: Collier County, FL Completed: 2017 Key Team Members: Bill Gramer, Tom Ross, DeeAngela Tjikueni, Kevin Heldorfer, Adam Ahmad, Rick GorsiraPage 3369 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 10 2. PAST PERFORMANCE Jacobs’ Collier County Roadway Design and Planning Experience Includes: We managed the design to widen Pine Ridge Road from four to six lanes, converting the existing rural section to an urban section. The 3.3-mile project included widening Pine Ridge Road through the I-75 interchange. A unique aspect of the project was redesigning northbound on and off-ramps to accommodate dual left turn lanes. We provided complete roadway design and permitting services, signal design, roadway lighting, landscaping, traffic studies, and services during construction. Our team conducted a bridge location study to evaluate four potential bridge locations to replace the existing bridge at 25th Avenue Southwest, which will be removed to accommodate the Collier Boulevard Roadway Widening Project. We developed alternatives; evaluated existing and future traffic demand, traffic operational needs, access management requirements, multimodal needs, and physical and environmental constraints; and led a public involvement meeting. We managed the widening of 2 miles of the existing four-lane, urban divided roadway. Tasks included public involvement, roadway design, drainage, permitting (SFWMD, USACE, and FDEP), MOT, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Phase I (Green to Golden Gate Boulevard) has been constructed. We managed development of design plans and specifications for widening the existing four-lane roadway to a six-lane facility, including four major intersections, as part of a roadway capacity improvements project for a 7-mile segment. We coordinated SFWMD, USACE and FDEP permits. Our team managed the widening design of existing two-lane roadway to a six-lane, urban divided roadway along a 3-mile corridor. This project required extensive attention to public concerns regarding local access, circulation, traffic demands, impacts to businesses and residential areas, and aesthetics. We led public involvement, roadway design, drainage, permitting (SFWMD, USACE, and FDEP), MOT, structural, environmental impacts, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Jacobs led design for the half-mile segment of Tree Farm Road. This two-lane roadway section links four roadways with a new roundabout. The new two-lane roadway includes sidewalks, pathways, bike lanes, and a new roundabout. The project included water main and force main design and permitting. Our design used three adjacent development ponds for stormwater treatment and attenuation. We prepared design plans in MicroStation, conducted public involvement meetings, prepared permitting packages (SFWMD, USACE, and FDEP), and performed field calculations. Collier Boulevard II Design (US 41 to Davis Boulevard) Pine Ridge Road Design (Airport Road to Logan Boulevard) Collier Boulevard I Design (Golden Gate Blvd to Immokalee Rd) Collier Boulevard Bridge Location Study Tree Farm Road Phase II Design (Davila Street to Woodcrest Drive) Collier Boulevard III: Phase I (Green Blvd to Golden Gate Boulevard) Page 3370 of 9661 3. Past Performance Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 11 2. PAST PERFORMANCE We managed the design of an 8.1-mile widening from two to four lanes (in a 6-lane footprint) and designed the ultimate 6-lane facility converting the existing rural section to an urban section. Our team provided complete roadway design, utility design, permitting (SFWMD, USACE), and drainage design. Our team managed the design to replace the existing 4-span precast slab Palm River Bridge, constructed in 1960 over the Palm River Canal, and reconstruct roadway approaches to accommodate the new structure while improving safety and adopting current FDOT standards. The roadway design enhanced the safety at the intersections by improving the existing signing and pavement markings. The bridge development report investigated a 3-span (21.5 feet-27.5 feet-21.5 feet) precast Florida Slab Beam structure as well as a cast-in-place flat slab structure on conventional pile bents. Deterioration of existing timber piling was a major factor in the decision to replace the existing structure, so our team implemented a detour option instead of cutting the existing bridge and phased construction to eliminate potential risks and expedite work. Vibration and settlement monitoring was a key consideration due to proximity of residences. The recommended structure used a cast-in-place superstructure upon careful constructability review with potential contractors, given the moderate span lengths and relatively short bridge length. The bridge typical section carries an 11-foot traffic lane, 5.5-foot shoulders and raised 6.5-foot sidewalks on both sides. We implemented ADA requirements in the design. We conducted a comprehensive analysis to determine the type, design, and location of proposed future improvements to Collier Boulevard from U.S. 41 to Immokalee Road, a distance of approximately 15 miles. As part of the study, we developed and analyzed various typical sections and roadway geometry and evaluated drainage and utility adjustment requirements, site constraints, preliminary environmental, and right-of-way requirements for a six-lane urban divided section with bike lanes, sidewalks, and stormwater management facilities. The Collier MPO has selected Jacobs to prepare their 2050 LRTP. The purpose of the plan update is to advance a 25-year planning horizon and to adopt a Cost Feasible Plan (CFP) that encourages and promotes a safe and efficient, multi-modal transportation system that addresses the future year transportation demands. The LRTP includes roadways, public transportation (transit), freight, bicycle and pedestrian and multi-use trail facilities. The plan also addresses safety, resilience and emerging mobility. The results of the LRTP process are to serve the overall mobility needs of the area while also being cost effective and consistent with national, state, and local goals and objectives. Completing the LRTP gives our team unique insight into projected congestion and deficiencies in areas such as eastern Collier County. The Collier MPO selected Jacobs to develop its 2045 LRTP. This update extended the planning horizon by 25 years and established a Cost Feasible Plan (CFP) that supports a safe, efficient, and multimodal transportation network capable of meeting future demands. The LRTP encompassed roadways, public transit, freight movement, bicycle and pedestrian infrastructure, and multi-use trails. Immokalee Road Design I/II (Collier Boulevard to 43rd AVE NE) Collier Boulevard Alignment Study Collier MPO 2050 Long Range Transportation Plan Palm River Bridge Replacement Collier MPO 2045 Long Range Transportation Plan Page 3371 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 1 2. PAST PERFORMANCE References Client reference forms for projects similar in nature to the scope of the Oil Well Road Widening project can be found on the following pages. Ref # Project Name Client Score 1 Wilson Boulevard Widening Corridor StudyCollier County 1002 Vanderbilt Beach Road Extension Design (Collier Boulevard to 16th Street NE) Collier County 99 3 Vanderbilt Beach Road Widening (US 41 to Fontana Del Sol Way) Collier County 99 4 State Road (Sr) 806/Atlantic Ave from W. Of State Road (Sr) 7 to East of Lyons Road FDOT District 4 97 Page 3372 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 12 2. PAST PERFORMANCE Reference Form #1: Wilson Boulevard Widening Corridor Study Client: Collier County Our Role: Prime Size: 3.2 Miles Key Personnel: Bill Gramer, Nathan Lunsford, Felicia Kirby, Nick De Ciccio, Kevin Heldorfer, Rick Gorsira, Sonal Dodia, Darren Dyer, Vanessa Davis Relevance 2-lane rural to 4-lane urban roadway widening Wetland impactsStormwater analysis/design Project site and design constraints Stakeholder involvementUtility impacts design and coordination Bridge Replacement Project Description and Services Provided On this study, our team evaluated alternatives to widen Wilson Boulevard from a 2-lane undivided roadway to a 4-lane divided roadway with curb and gutter from Golden Gate Boulevard to Immokalee Road (approximately 3.2 miles). The study involved evaluating alternative alignments to improve mobility, enhance safety, and accommodate future traffic volumes while avoiding or minimizing impacts to the community and natural environment. Proposed improvements also included adding sidewalks, a shared-use path, and bike lanes for improved multimodal mobility and bus stop enhancements. Additional project elements included changes to access at the intersections, drainage system upgrades, replacement of the existing bridge, utility coordination, and right-of-way acquisition. As the prime consultant, our team provided access management analysis, alternatives analysis, preliminary bridge type selection report, drainage and pond siting analysis, utility analysis, environmental analysis, right-of-way analysis, a public involvement meeting, and cost estimates. Jacobs’ experience conducting the Wilson Boulevard Widening Corridor Study and subsequent Wilson Boulevard Widening design gives us unique insight into the Oil Well Road Widening design, due to their similar nature. Key subconsultants and delivery partners Johnson Engineering – SurveyArdaman & Associates, Inc. – GeotechnicalACH – Archeological SurveyPage 3373 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 13 2. PAST PERFORMANCE Intersection of Wilson Boulevard and Golden Gate Boulevard Bill Gramer with Collier County staff during the Tamiami Wellfield Wilson Boulevard Widening Impact Study field meeting. Proper well house driveway access along Wilson Boulevard for utility and maintenance vehicles will be incorporated into design Feedback from public meeting participants: Thank you for your help and continued help with being proactive in these growth demand problems! I strongly believe this department(s) [is] the most productive and best results producing department in all of Collier County areas of responsibilities.” Very informative meeting; hoping to be kept in the loop as the project develops.” Project manager Bill Gramer interfacing with members of the community at the Wilson Boulevard Widening Corridor Study Public meeting Members of the community interacting with renderings at the Wilson Boulevard Widening Corridor Study public meeting ““Page 3374 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 14 2. PAST PERFORMANCE Reference Form #2: Vanderbilt Beach Road Extension Client: Collier County Our Role: Prime Size: 7 miles of roadway and 314 acres Key Personnel: Bill Gramer, Kevin Heldorfer, Nick De Ciccio, Felicia Kirby, Nathan Lunsford Rick Gorsira, Sonal Dodia, Darren Dyer, Adam Ahmad, Vanessa Davis Relevance New 6-lane and 2-lane roadway facilities with a shared-use pathway In-depth knowledge of the Golden Gate Estates area conditions, including hydrology and permitting with FDEP/ACOE and SFWMD on environmental, wetland mitigation, Extensive public involvement/stakeholder engagement Experience working with the County for ROW acquisition and the settlement process Utility design and coordinationBridge design 16 ponds (11 wet detention, 5 dry detention) Adjacent development coordination Project Description and Services Provided The Vanderbilt Beach Road (VBR) Extension project involves widening and designing a new 7-mile road from east of Collier Boulevard (CR 951) to 16th Street Northeast. Our team led public involvement, roadway design, drainage, permitting, traffic maintenance, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical access management, and utility services. The project involves relocating a 2-mile section of the Cypress Canal to a location south of the roadway and included three new bridges at Curry Canal, Corkscrew Canal, and Orange Tree Canal. Our design includes minor improvements to existing intersecting streets at Weber Boulevard, Danbury Boulevard, Massey Street, Douglas Street, Wilson Boulevard, 8th Street Northeast, and 16th Street Northeast and a new intersection to Greyhawk Trail for the Golf Club of The Everglades. We provided stormwater management at 16 drainage basins, including 11 wet detention ponds and 5 dry detention ponds to treat water quality prior to discharge to Page 3375 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 15 2. PAST PERFORMANCE the canals. We coordinated regularly with SFWMD on the conceptual ERP permit and construction permit. We also provided utility relocation and design for wastewater, potable, and raw water mains. The project included ROW acquisition with over 276 parcels across 314 acres. Jacobs prepared an environmental assessment, developed innovative approaches to wetland delineations, and performed FLUCCS mapping using a mobile data collection platform. We prepared a listed species assessment, conducted surveys, and assessed wetland and other surface water impacts. We coordinated mitigation credits for the County to help them purchase from mitigation banks from impacts to both wetlands and the Florida panther. An environmental resource permit was issued by SFWMD in 2021 with a single request for additional information (RAI). We coordinated with USACOE and FDEP and obtained a state 404 permit. Key subconsultants and delivery partners Ardaman & Associates, Inc. Archaeological and Historical Conservancy, Inc. Capital Consulting Solutions Johnson Engineering, Inc. RWA Engineering Page 3376 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 16 2. PAST PERFORMANCE Reference Form #3: Vanderbilt Beach Road WideningClient: Collier County Our Role: Prime Size: 1.7 Miles Key Personnel: Bill Gramer, Nick De Ciccio, Nathan Lunsford, Felicia Kirby, Kevin Heldorfer, Sonal Dodia, Darren Dyer, Adam Ahmad, Vanessa Davis Relevance Roadway widening (4-lane to 6-lane) Maintaining the flow of traffic during construction Permitting (SFWMD) Utility coordination/design Box culvert design Adjacent development coordination Extensive stakeholder coordinationProject Description and Services Provided Jacobs managed the widening of 1.7 miles of the existing four-lane roadway to a 6-lane facility (Median Widening). Tasks included public involvement meetings, roadway design, drainage, permitting (SFWMD), MOT, structural design of a double barrel 9’ x 5’ box culvert to replace an existing 72” pipe, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. The design bid plans have been submitted, and constructed is anticipated to start in the fall of 2025. Johnson Engineering and Capital Consulting are our sub consultants on this project, providing a synergy and familiarity that will carry over to this project. Key subconsultants and delivery partners Johnson Engineering – SUE, Utility Design Capital Consulting – Signing and Pavement Marking, MOT Page 3377 of 9661 3. Past Performance Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 17 2. PAST PERFORMANCE Our team held a public involvement meeting informing the public of the roadway widening improvements and impacts during construction. Our team prepared 3D renders illustrating the temporary traffic control plans for the installation of the double barrel 9’ x 5’ box culvert. Our team has also held numerous public engagement meetings with the Pelican Marsh Community, homeowners’ association boards, and Naples Christian Church to educate the stakeholders about the impacts of the widening and the box culvert installation, and how our team has minimized impacts to their establishments. Our team performed multiple field reviews with County staff to review project elements/issues and develop solutions. Page 3378 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 18 2. PAST PERFORMANCE Reference Form #4: FDOT Client: FDOT District 4 Our Role: Prime Size: 1.5 Miles Key Personnel: Joseph Martin, Colleen Ross, Tara Jones Relevance 2-lane to 4-lane widening Maintaining the flow of traffic during construction Utility coordination/design Extensive stakeholder coordinationProject Description and Services Provided Jacobs designed the widening of 1.5 miles of State Road 806/Atlantic AVE from an existing 2-lane rural roadway to a 4-lane divided roadway with accommodations for a future 6-lane roadway (median widening). The project included 6’ sidewalks and 7’ buffered bicycle lanes on both sides of the roadway, expanding the intersection of SR 7 and SR 806 to include a third northbound and southbound through lane and a second northbound right turn lane on SR 7, expanding the intersection of Lyons Rd and SR 806 to include three eastbound and westbound lanes, dual eastbound and westbound left turn lanes, and single eastbound and westbound right turn lanes, and to relocate Lake Worth Drainage District L-34 Canal to accommodate the widening. This process also engaged the public with an in-person public involvement meeting in coordination with FDOT. Page 3379 of 9661 Page 3380 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 1 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS Project Approach Our technical approach is based on a comprehensive understanding of required roadway design elements, bicycle and pedestrian needs, existing and proposed site conditions, proposed development, access management, constructability issues, utility designs, drainage requirements, and “Critical Path” schedule items, as defined in Tab 1 and shown in our schedule. Jacobs (CH2M Hill) was the original designer on Oil Well Road Segment 3. Twelve members of our team worked on the original project as well as (2) Sub-Consultants. As such, our team has a unique understanding of the opportunities and obstacles associated with the various design elements of this project. The following sections further describe the design elements of our project approach and key considerations. Roadway Design The 3.5-mile section of Oil Well Road from Everglades Boulevard to Oil Well Grade Road (Segment 3) will be widened from an existing 2-lane rural roadway to a 4-lane urban roadway within a 6-lane footprint. The majority of the existing 200-foot ROW was acquired during the original design and the remaining as part of subsequent developer contribution agreements. There are currently multiple residences, a residential development (SkySail) and a commercial development (Gargiulo- Agricultural) along Oil Well Road. There is extensive residential development and commercial development east of Desoto Blvd currently under construction (early stages). There is one signal along this segment of roadway at Oil Well Rd and Everglades Blvd. The Oil Well Rd. and Desoto Blvd Intersection is currently under construction to convert the existing 3-way intersection into a 4-way intersection with access north to Vela Blvd (SkySail). This project will reconfigure the Desoto Intersection into a signalized (span wire) Intersection. This signalized intersection will remain in place until Big Cypress Pkwy (900 feet east) is constructed, and a new signal is installed at that intersection. The signal will then be removed at Desoto Blvd. and the Desoto Intersection will be reconfigured with dual directional lefts. This project will also design a new Signalized Intersection at the Oil Well Rd. - Rivergrass (north)/Esplanade at Rivergrass (south) Development Entrance (Sta. 396+40 +/-). A new intersection (Directional Lefts) will also be designed at Oil Well Rd. and Town of Big Cypress (north)/Star Farms (south) (Sta. 451+40).The proposed “Urban” typical section will require a “saw-tooth” profile (0.30% +/-). To accommodate cross slope and the base clearance requirements between the roadway base layer and seasonal high-water table, and to facilitate stormwater hydraulics, the vertical profile will increase from the existing roadway. Note: As a result ofnew SFWMD Criteria and Adjacent Developments, the Vertical Profile shown in the original Segment 3 Plans will be reduced between 1.25 – 1.75 feet. The vertical alignment will be optimized to a provide smooth transition to the new FakaUnion Bridge, developer entrances and cross streets.SafetyIn preparation for this RPS, Jacobs obtained the crash data along the corridor to help identify problematic areas which need to be addressed during design. The proposed 4-Lane Design (in 6-lane footprint), new signalization, access management changes, lighting (at intersections only) and median treatments will help improve safety along the corridor. The addition of a multi-use pathway (SUN Trail), as well as 7-foot bike lanes will provide access and improve safety for pedestrians and bicyclists. Heat Map showing Crash Locations along Oil Well Rd. Drainage The existing drainage for Oil Well Road sheet flows into parallel roadside swales with a portion conveyed to the Faka Union canal (maintained by Big Cypress Basin) and a = Unique Understanding Page 3381 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 2 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS portion conveyed to the Fakahatchee Strand. Oil Well Rd. The project is located in the Collier County Faka Union North of I-75 and Fakahatchee Strand Basin with allowable discharge rates of 0.09 cfs/acre and unrestricted, respectively based on Ordinance 2017-19. Oil Well Road is an evacuation route, and it is recommended the roadway be at or above the 100 year flood elevation. This project is located in WBIDs 3278H for the Faka Union Canal and 3259I for the Fakahatchee Strand. Neither WBID is impaired, so no additional treatment would be required. The project is located in FEMA Flood maps 12021C0245H and 12021C0265H, both dated May 16, 2012 with 100 year flood elevations ranging from 16.0 to 18.5. The original SFWMD ERP (Permit:11-01745-P) was for Oil Well Rd. Segments 2, 3 and 4. Oil Well Rd Segments 2 and 4 were constructed, but Segment 3 was not constructed, and the existing Permit has since expired. Segment 3 includes Drainage Basins 300, 400, 500, 600, 700, 800 and 900. Pond 300 has been designed/permitted/built to accommodate an additional portion of Oil Well Rd at the west end and Pond 900 has been designed/permitted/built to take a small portion of Oil Well Rd. at the east end. New Developer Agreements with Hyde Park (SKYSAIL) (Permit 11-102804-P) and Rural Lands West (Permit 11-03949-P) have incorporated Basins 500, 600, 700 and 800 into their Developments and those basins have already been Permitted. Skysail will accommodate 8.71 Acres (Basin 500R) into Lake 2 and 20.80 Acres (Basin 600R) into Lake 1. The junction boxes (JB 500R & JB 600R) have already been constructed. Rural Lands West will be constructing their ponds shortly (will be existing when Oil Well Rd. goes to construction) to accommodate Basins 700 and 800 (This has been coordinated with Pat Utter/Collier Enterprises). Only Basin 400/Pond 400 requires coordination with SFWMD to determine whether a Dry or Wet Pond is preferred. Environmental Impacts Oil Well Rd. Segment 3 is located in designated habitat /consultation areas for several State and Federally Listed Species and will have unavoidable wetland impacts associated with the widening project. The project is located within the USFWS Panther Focus Area (Secondary Zone), the 18.6-mile Core Forage Area (CFA) of a known Wood Stork colony, as well as the USFWS Consultation Areas for the Crested Caracara, Eastern Indigo Snake, and the Florida Bonneted Bat (FBB). Based on habitat within the project vicinity, coordination with the USFWS is anticipated to be needed for these federal species. Habitat mitigation for species such as the Florida Panther and Wood Stork will be re-evaluated/determined based upon standard USFWS methodologies. However, species-specific surveys for species such as the Crested Caracara and the FBB will be needed to support agency reviews, with the potential need for additional BMPs and/or mitigation determined based upon the results of those surveys. Additional surveys for State Listed Species, such as the Gopher Tortoise and Big Cypress Fox Squirrel, are also anticipated to be needed to support permitting with the State and review by the FWC. Permitting The permitting process constitutes a “Critical Path” activity, meaning its timely completion is essential for overall project delivery. Pre-application coordination with agencies is recommended to occur shortly after Notice to Proceed to identify the most effective permitting and mitigation strategy. SFWMD Environmental Resource Permit (ERP): Since there is an existing permitted roadway and stormwater management system (but not constructed), and Developer Permits which have already Permitted a large portion of the roadway, our initial approach with SFWMD will be that this project should be grandfathered in under SFWMD Section 3.1.2 Grandfathered Activities. Otherwise, we will pursue a Permit Modification, or if required, prepare a new ERP Application. We will schedule an early pre-application meeting with SFWMD to confirm. USACE Section 404 Permit: The need for a Section 404 permit warrants consideration. With the recent EPA and USACE clarification of what now qualifies as Waters of the U.S. (WOTUS), it will be important to determine early on whether a Section 404 permit is needed and the impacts that decision may have on USFWS review for federally listed species. Jacobs will coordinate with USACE early in design since a USACE Permit will be a “Critical Path” task - 12 months has been allocated in schedule. Mitigation for Wetland and T&E Species Impacts: Through design and strategic mitigation planning, our team will work with the County to help minimize impacts to wetland communities and listed species habitat. However, during the original Permitting of Segments 2, 3 and 4 project impacts to species and wetlands were determined and quantified. Mitigation for impacts for all three (3) Projects have been accounted for in the 529.2 Acre Mitigation Assessment Area located north of Oil Well Road within the Camp Keais Strand. Once environmental coordination and surveys are completed, impacts will be re-evaluated to see if previous mitigation is sufficient. Note: Since the overall Segment 3 Project footprint has decreased since the original permitting (based on the new adjacent developments) previous mitigation should be acceptable. BCB ROW Permit: Based on our review, there is one Big Cypress Basin (BCB) ROW permit for a bridge replacement for Oil Well Road over the Faka Union Canal, Permit 13333. Page 3382 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 3 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS However, we anticipate this project will require a new BCB ROW permit for the proposed bridge due to proposed bridge elevation and configuration changes. FDEP Permitting: The new 16 Inch utilities (WM, FM, IQ) designed within the corridor will require FDEP Permit(s). Structures and Wildlife Crossing WC-3 This project includes the replacement of existing Bridge #030150 over the Faka Union Canal, and design of a 20'x6'x170' Box-Culvert Wildlife Crossing (WC-3), as well as design of various miscellaneous structures. The structural designs will be in accordance with FDOT design standards and guidelines. The existing bridge cannot be widened due to age, elevation and configuration. The replacement solutions need to be cost effective while addressing temporary traffic control, hydraulics, adjacent driveway transitions, SFWMD compliance, and wildlife accommodations. The optimal bridge length and low member elevation will be determined during the bridge hydraulics evaluation in conjunction with any future widening of the Faka Union Canal and documented in the Bridge Hydraulics Report. Jacobs has coordinated the project with Big Cypress Basin (Brad Jackson) to obtain the D.H.W. (16.26 NGVD), Vertical Clearance (4.0 Ft.), and minimum Span Width (20 Ft.). A preliminary bridge layout consisting of AASHTO Type II Beams was prepared during the original design of Oil Well Road Segment 3 and coordinated with BCB. However, since 2007/2010 additional bridge options are feasible. The replacement bridge type will be determined during the Bridge Development Report (BDR) phase. Jacobs will evaluate Cast-in-Place (CIP) flat slabs, Florida Slab Beams (FSBs) with composite topping, Florida I-Beams (FIBs), and AASHTO Type II Beams. Utilizing Florida I-Beams (FIBs) would eliminate the construction of the intermediate bents and reduce construction cost and time. We believe superstructures such as CIP flat slab or FSBs with composite topping provide inherent advantages by reducing the superstructure depth from the original AASHTO Type II Beam design (Reduce approximately 21 Inches +/-). For substructures, we recommend using conventional CIP bent caps on prestressed concrete piles.For WC-3 an alternative design of utilizing precast concrete arches to reduce construction time and cost will be evaluated and compared against FDOT standard culvert designs. Jacobs previously designed (2) Wildlife Crossings on Oil Well Rd. Segment 4UtilitiesThe Jacobs Team has submitted a One Call ticket and has performed numerous field reviews to investigate existing utility infrastructure along Oil Well Road. Existing utilities along the corridor include a TECO Gas line along the north side of ROW from Everglades Blvd. to Skysail, Overhead Electrical Transmission and Distribution lines (not impacted) and numerous/various Fiber Optic Cables (Century Link, Verizon,Summit, Hot Wire) along the south side of the ROW from Everglades to Oil Well GradeRoad. Currently Collier County currently does not have any existing Water, Sewer or Ir-rigation mains along Oil Well Segment 3.Our Team has extensive experience with the utility infrastructure within the Northeast Service Area (NESA ) corridor and along Oil Well Road. Johnson is a member of the design/build team responsible for constructing infrastructure serving multiple communities in the NESA and has a comprehensive understanding of the existing and planned utility systems in this region. New development along the corridor and within the project area requires utility infrastructure. Three (3) “Projects” are active/planned.1) To accommodate future development near the intersection of Oil Well Road and Everglades Boulevard and to support utility loop connections, the design of Segment 3 will include 11,000 feet of three (3) new Utilities (16 inch WM, 16 inch FM, 16 inch IQ). These utilities will start at Everglades Blvd and run east to the eastern boundary of the SkySail Development.2) Utility mains are currently being installed by Mitchell & Stark along Oil Well Road Segment 3 from the eastern boundary of SkySail to Oil Well Grade Road. The current ongoing construction includes three (3) 16-inch mains: a potable water main located on the south side of Oil Well Road, and both a wastewater force main and an irrigation quality (IQ) water main on the north side strategically positioned to avoid interference with planned road improvements.3) Additionally, a proposed Design/Build Project (in Phase II of Procurement Process) will further extend utilities from Oil Well Grade Road easterly to thePage 3383 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 4 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS Horse Trails Village area. We will coordinate closely with both projects to ensure a smooth transition between these overlapping utility efforts. Right-of-Way (ROW) Acquisition The majority of the existing 200-foot ROW was acquired during the original design and the remaining as part of subsequent developer contribution agreements. For this project, limited (if any) additional ROW is required. Based on our in-depth Project Understanding, the only required ROW/Easement acquisition will be Temporary Driveway Restoration Easements (TDRE) or Temporary Construction Easements (TCE). Sketch and Descriptions will be required for any TDRE’s and TCE’s. Once the County has reviewed and approved the Conceptual Plans for the Project, Jacobs will determine if any additional ROW is required. Signing and Pavement Marking/Signals Signing and pavement markings and signal plans will be designed to comply with the requirements established in the latest FDOT Roadway and Traffic Design Standards and the FHWA Manual on Uniform Traffic Control Devices (MUTCD). The principle of positive vehicular guidance and consistency of sign messages will be followed when performing the signing and pavement marking design. Roadside signs will conform to Elder User Guidelines. In addition, signal interconnect will coordinate all signals within the corridor. Jacobs will include “No Traffic” Design and Specifications into the Project for Signalized Intersection Temporary Traffic Control Development of Temporary Traffic Control (TTC) plans must incorporate regional and local traffic needs to safely direct traffic through the work zone. TTC will consider transitions between Oil Well Road Segments 2, (built) Segment 3 and Segment 4 (built) as well as access to Oil Well Lane, SkySail Blvd, Desoto Blvd, Vela Blvd, residences, and new Residential Developments and Commercial Developments. A key consideration for this project’s TTC is the significant change in the roadway’s new vertical profile. Phased construction will be required. Phase 1 will keep the existing Oil Well Road travel lanes open to traffic while the two new lanes (future westbound lanes) are constructed to the north. The vertical change between the existing travel lanes and the newly constructed lanes will be too steep for drivers to cross without proper TTC design. However, the wide median proposed (44 ft to allow for future 6-Lane) will simplify the TTC. Phase 2 shifts traffic to the two new travel lanes while the existing travel lanes are reconstructed (future eastbound lanes). Again, driveways, cross streets intersections etc. will be open and the TTC plans must allow vehicles to safely travel through the construction zone. Emergency Vehicle, CCPS and CAT Bus Access The unimpeded, safe movement of emergency vehicles and bus traffic (CCPS and CAT) will be a special concern. We will coordinate directly with the Collier County Public Schools Board on the need/feasibility for expanding their existing bus structure system. Currently, there is one Collier Area Transit (CAT) route located on the corridor. Residential Development The Oil Well Road corridor is experiencing rapid growth and development, with numerous new homes being constructed each year. Our team brings a unique understanding of the challenges and opportunities associated with such projects. One key insight we have gained is the importance of proactive coordination with the developments related to access management during as well as after construction. SkySail is currently building Phase 3 and their new entrance at Vela Blvd. Phase 4 will soon follow and they will need access to their “Construction Entrance” east of Vela Blvd. Note: Our drainage from Basins 500 and 600 will be routed into their Development and has already been permitted (ERP). The new “Rural Lands West” Developments – Rivergrass Village, Esplanade at Rivergrass, Town of Big Cypress, Longwater Village etc. will require Access Management for the developments. For certain developments, such as Rivergrass, a signalized intersection is already present in the DCA. Note: Our drainage from Basins 700 and 800 will be routed into their Development and has already been permitted (ERP). However, the level of access to Town of Big Cypress/Star Farms is undecided. Our team plans to organize workshops with the County and developers to negotiate where signals, directional median openings, and right-in/right-out only should be placed once Oil Well is widened. Commercial Development The Oil Well Road area is not only seeing a surge in residential development but also significant commercial growth. Many developers have requested and been approved for commercial uses within their villages – including a minimum of 753,440 SF in the Town of Big Cypress and 62,500 SF in Rivergrass. This commercial expansion is vital for supporting the growing community and enhancing local amenities. Access Management will be coordinated with these Residential and Commercial Developments to ensure safe access that meets FDOT and Collier County Standards. Public Involvement and Coordination This project must be well-coordinated from the start. Coordination of the design effort with County staff, SFWMD, Army Corp of Engineers, utilities, residential properties, Page 3384 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 5 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS FDOT (SUN Trail Network), CCPS, CAT and commercial businesses is essential for a successful project. Effective project coordination is the key to avoiding delays and completing the project on schedule. Our public involvement program will begin with project kick-off, by creating our mailing lists, County website, and setting up early coordination meetings with key stakeholders. Our outreach will also include coordinating the public meetings when design plans are 30% and 60% complete. By establishing lines of communication, updating project information regularly on the County website, and maintaining an open dialogue, our team will promote public understanding and acceptance of the project, allowing it to move forward on schedule. Project Manager Steve Wallace, PE and Deputy Project Manager Nathan Lunsford PE, will schedule and coordinate project activities. Ability to Meet Schedule and Budget Requirements A comprehensive approach is essential to meet the budget and schedule requirements for your contract. Commitment to providing the right personnel is just the first step. Active project management is crucial, involving detailed planning to ensure realistic budgets and schedules are set and adhered to. This operational discipline is a cornerstone of Jacobs' strategy to deliver successful projects. Collaborating with the County from project start offers several key benefits: Clear Project Scope: Early collaboration ensures that all parties have a shared understanding of the project’s goals, requirements, and limitations. This helps prevent misunderstandings and scope issues as design progresses. Baseline Schedule: Establishing a baseline schedule with critical milestones helps keep the project on track. Stakeholder Alignment: Engaging with the stakeholders early on ensures that their ideas and needs are documented, addressed and are aligned with project goals. This can facilitate approvals and reduce potential delays. Risk Management: Identifying potential risks and challenges early allows for proactive mitigation strategies, reducing the likelihood of issues arising during later stages of the project. Resource Optimization: Early collaboration helps in identifying the necessary resources and expertise required, ensuring that the right people are involved from the start. This will result in a cost-effective project delivery. Bi-weekly or monthly team meetings with internal team members to address project tasks, budgets, deliverables and schedule requirements. Monthly progress meetings with County staff to discuss project progression and discuss project elements. OUR COMMITMENT TO COLLIER COUNTY OUR DELIVERABLES PROJECT START-UP AND EXECUTION PLAN Upon notice-to-proceed, we will work with the County to develop a plan that lays out the protocols and standards that will mitigate risk, identify opportunities, and guide the successful and efficient execution of this project. Conduct kick-off meeting and submit meeting minutes Prepare Project Procedures Manual, which includes items such as team roles, communication and safety protocols, document storage, and QA/QC plan Document County expectations with client survey PROJECT CONTROLS: BUDGET & SCHEDULE MANAGEMENT We are committed to timely completion of this project on budget. Steve ,Nathan, and our task leads will quickly communicate project issues to staff. Create baseline schedule for the project, including milestones Utilize financial management software to track budgets PROJECT CONTROLS: RISK MANAGEMENT PLAN AND RISK REGISTER We will mitigate the County’s risk by identifying, tracking, and mitigating potential project risk, as well as identifying opportunities to reduce risk early in the project. Develop a Risk Management Plan Track project risk and opportunities using a Project Risk Register Identify potential strategies for mitigating risk and ways to capitalize on opportunities PROJECT CONTROLS: PROGRESS REPORTING We will keep the County well informed on how all projects are progressing with monthly progress meetings, in-person workshop meetings, and milestone deliverable meetings. Provide monthly invoices & progress reports that document work completed, potential issues, and forecasted activities Hold monthly progress meetings with County Provide the County with a List of Action Items FILE TRANSFER TOOLS We will provide the County all project documentation, including large model outputs, GIS, and CADD files, in formats that are compatible with the County. Provide the County with milestone deliverables Ensure all project-related documentation is received QUALITY CONTROL/PROJECT CONTROLS We will integrate QA/QC procedures through every level of our services, ensuring technical feasibility, innovation, and compliance with the County’s objectives. Provide concentrated, rigorous reviews (including constructability reviews) at key milestones in the projects Integrate use of Subject Matter Experts into the production of technically challenging work elements CLIENT SURVEY AND PROJECT CLOSE-OUT We will ensure staff implement the Quality Plan and that the County is satisfied with project deliverables. Jacobs will provide a brief client survey to verify County’s satisfaction with deliverables Conduct close-out meeting with the County Page 3385 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 6 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTSDemonstrated Success Managing Costs on Past County Projects Cost Control We will focus on two critical areas: on-time decision making and top-quality, committed project staffing. Specific strategies we will implement to control project design and construction costs include: Conduct task-specific workshops with County staff to discuss and evaluate projectelements. Early integration of County staff into the design process will allow us toevaluate deliverables during development as opposed to milestone submittalsthereby minimizing surprises and reducing late changes.Bi-Weekly or monthly internal team meetings to discuss tasks requiring additional manpower, items ready for quality review, and the most efficient approaches toupcoming work tasks.Close and early coordination with project stakeholders to avoid negative projectimage by agencies or public.Establishing construction cost estimates based on current FDOT Data andadjusting data based on local bidding environment, refining those estimates asdesign proceeds.Quality control, spearheaded by QA/QC team members to provide inputthroughout the project.Quality Assurance/Quality Control (QA/QC) At Jacobs, quality is more than a service we provide. Quality is a critical piece of successful project delivery. Our Quality Control Process is guided by the principle that all team members are responsible for quality. As part of our Quality Control Process, we assign senior reviewers who are independent of the project and have the experience to provide concentrated, rigorous reviews throughout the project. Our senior reviewers are subject matter experts in roadway, structures, and drainage, and were selected due to their successful completion of similar design projects. Formal quality control reviews are performed prior to draft and final deliverables. These reviews concentrate on issues of consistency, completeness, clarity, coordination, constructability (when applicable), and cost effectiveness. Quality assurance reviews are performed to ensure the deliverables will, on completion, conform to the specified requirements and meet your expectations.Exhibit 3.2 Our Proven Five-Step Quality Process Avoids Costly Rework and Overruns When/if a change in Scope occurs, Jacobs will work closely with Project Manager Robert White to minimize impacts to Project Cost and Schedule. Collier County SUBMITTAL TO COLLIER COUNTY Page 3386 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 3 - 7 3. PROJECT APPROACH, WILLINGNESS TO MEET TIME AND BUDGET REQUIREMENTS Project Schedule Exhibit 3-3 identifies target milestones and critical path items for this project. Schedule monitoring will consist of bi-weekly reviews of the schedule with specific focus on Critical Path elements. A working schedule will be maintained that documents performance to date vs. target and predicts future events. Page 3387 of 9661 Page 3388 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 4 - 1 4. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM Available Resources: Current and Projected Workload Our team members have served Collier County on dozens of major projects in the last 30 years, and we are ready to partner with you again on this project. Our team is prepared to mobilize immediately and has a comprehensive understanding of the scope of services required. Our team thoroughly understands the processes required to successfully complete the tasks outlined in Section 3 (Project Approach, Willingness to Meet Time and Budget Requirements) and are fully committed to allocating the necessary resources to deliver the Oil Well Road Widening Design project on schedule and within budget. Commitment of Key Team Members Our team members were assembled based on their proven experience delivering similar projects for Collier County and for other Southwest Florida clients, reputation for providing top-quality service, and ability to commit to this project for its duration. Our team has unparalleled experience on Oil Well Road. Jacobs (CH2M Hill) successfully designed and permitted three (3) projects along Oil Well Rd from Immokalee Road to Camp Keais Rd. Collier County has been a priority client for Jacobs for the last 30+ years, as many of our staff members are County residents. Your success is our success, and we are fully committed to making the place where we live and work the best it can be. As members of the Naples community, our team has a vested interest in quickly and efficiently completing projects that help our County meet its transportation infrastructure goals. Availability of Key Team MembersWe analyzed our existing projects and projected work, as well as that of our subconsultant partners, and can assure the County that we have the depth of staff needed to begin work immediately. Our team is composed of qualified planners, engineers, scientists, and construction phase personnel, and we are supported by an extensive pool of firm-wide resources who are available to provide services to the County. Exhibit 4-1 and Exhibit 4-2 on the following pages show key team members’ availability to support this project.Our team is fully committed to providing the County quality deliverables for the duration of this contract. Project Manager, Steve Wallace, working in collaboration with our Tampa-based team members, will ensure that appropriate staff are available to meet any project needs the County may request at any time under this contract.Our team has been carefully crafted to make sure there are overlaps in all disciplines, which means no gaps in experience, knowledge, or availability. As shown in Exhibit 4-1 and Exhibit 4-2, the Jacobs team has excess availability for the duration of this project. The staff, project roles, current commitments, availability, and requirements for this project are detailed below.As presented in Exhibit(s) 4-1, 4-2, and 4-3 the current and projected commit-ments of our project management staff, task leads, and technical staff are such thatthis project is critical to our team’s future workload. Our project management staffand task leads average more than 50 percent availability for all disciplines, bolsteringour team’s efficient and effective coordination and project delivery.This project will be led by our Tampa, FL office—the same experienced team that successfully delivered the original Oil Well Segment 3 Design!Steve Wallace (Tampa) will oversee operations and work in close collaboration with Deputy Project Manager; Nathan Lunsford, who will serve as the primary local liaison with Collier County Transportation Department.Based on the procurement schedule, the Oil Well Road project will likely begin design in March of 2026. The Jacobs team will be ready!Jacobs’ unique staffing structure will allow our management team to allocate staff to support the early project requirements, such as roadway design refinement and drainage modeling, while other key technical staff will be made available for later project stages. Our Jacobs team has a proven recipe that has repeatedly delivered successful projects for Collier County!Page 3389 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 4 - 2 4. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM COMMITTED AVAILABLE REQUIRED FOR THIS PROJECT Steve Wallace, PE Project Manager 20% 80% 30%Nathan Lunsford, PE Deputy Project Manager 50% 50% 30% Bill Gramer, PE, AICP Principal-In-Charge/Project Coordinator 70% 30% 5% Frank Scerbo, PE QA/QC -Roadway 40% 60% 5%Velvet Bridges, PE, MSCE QA/QC -Structures 50% 50% 5%Danh Lee, PE QA/QC- Drainage/ Permitting 40% 60% 5% Jeff Oestreich Roadway Design Lead 30% 70% 60% Brett Rakita, PE Structural Design Lead 50% 50% 30% Ricky Ly, PE Drainage Design Lead 50% 50% 35% Rick Gorsira Environmental Lead 30% 70% 15%Tom Ross, PE Traffic Lead 70% 30% 15%Curt Basnett, PE Geotechnical & Laboratory Testing 50% 50% 5% Ken Wooten, PE Highway & Roadway 50% 50% 40%Andre Reaume, PE Highway & Roadway 50% 50% 40%Romain Gayet, PE Highway & Roadway 50% 50% 40%David Hernandez Highway & Roadway 50% 50% 40%Kerrianna Chatham, PE Structures 60% 40% 30%Roshani Aryal, PE Structures 60% 40% 10%Evan Gunderson Structures 50% 50% 30%Darren Dyer, PE Drainage/ Permitting 50% 50% 40% Byron Russel, PE Drainage/ Permitting 50% 50% 20% Kristen Bridges Drainage/ Permitting 40% 60% 30% Felicia Kirby, PE Environmental; Drainage/ Permitting 40% 60% 40% Kevin Heldorfer MOT & TTC; Survey & ROW Mapping 60% 40% 10% DeeAngela Tjikueni, PE Signing, Marking & Channelization 60% 40% 15% Donna Chandler Signing, Marking & Channelization 50% 50% 30% Ernest Sackey, PE, CVP ITS 50% 50% 5%Kwadwo Amankwah, EI ITS 50% 50% 10%Nick DeCiccio, PE Developer/ Adjacent Project Coordination 40% 60% 10% Steve Godin Graphics 50% 50% 5%David Dishman Graphics 60% 40% 5%Joseph Martin, PE Constructability Reviews 50% 50% 10% Robert Grubel Traffic Data & Modeling 30% 70% 15% Nathan Shay Traffic Data & Modeling 50% 50% 5%Nick Meyers Traffic Data & Modeling 50% 50% 5% Rebecca Sial Traffic Data & Modeling 50% 50% 5% Imran Shah, PE Lighting and Signalization 40% 60% 20%Mohammed Okok, PE Lighting and Signalization 50% 50% 15% Laura Glaser, PE Lighting and Signalization 40% 60% 15% Colleen Ross, PE Community Outreach 50% 50% 5%Tara Jones, PE Community Outreach 60% 40% 5% Sonal Dodia, EI Community Outreach 50% 50% 5% Vanessa Davis Community Outreach 30% 70% 5%JACOBS ENGINEERINGTeam Member RoleAverage PercentOur team has been carefully crafted to make sure that there will be no gaps in experience, knowledge, and availability. The staff, project roles, current commitments, availability, and requirements for this project are detailed below, clearly showing that the Jacobs team has excess availability for the duration of this project.Exhibit 4-1. Average Staff Availability and Requirement for Key Jacob’s Personnel (March 2026 to March 2028) Page 3390 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 4 - 3 4. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM 0%10%20%30%40%50%60%70%80%90%100%SteveWallace,PENathanLunsford,PEBillGramer,PE, AICPFrankScerbo,PEVelvetBridges,PE, MSCEDanhLee, PEJeffOestreichBrettRakita,PERicky Ly,PERickGorsiraMikeDickey,PETomRoss, PECommitedAvailableCOMMITTED AVAILABLE REQUIRED FOR THIS PROJECT Jennifer Korn, PhD, CWB Environmental 50% 50% 10%Laura Herrero, CSE Environmental 60% 40% 10%Greg Thomas, AE Environmental 60% 40% 10%Jared Brown, PE Utility Design/ Construction 60% 40% 15% Billy Saum, PE Utility Design/ Construction 50% 50% 15% Ray Dechert, CDL SUE; Bridge Hydraulic Analysis 40% 60% 5%Rick Daniels, PSM SUE 40% 60% 5%David Hyatt, PSM Suvery & ROW Mapping 50% 50% 5% Kevin RisCassi, PSM Suvery & ROW Mapping 50% 50% 5%CCSAdam Ahmad, PE, AICP, CGC MOT & TTC; Graphics; Traffic Data & Modeling 60% 40% 10%Mike Mulbarger Noise Study 60% 40% 5%Ryan Horstman Noise Study 50% 50% 5%Lee Hutchinson, RPA Archaeological/Historical 50% 50% 5%Maranda Almy Kles, PhD, RPA Archaeological/Historical 40% 60% 5%Kimberly M. Irby, LEED AP Archaeological/Historical 50% 50% 5%Ivan Sokolic, PE Geotechnical & Laboratory Testing 50% 50% 5%Cory Schulte, EI Geotechnical & Laboratory Testing 50% 50% 5%RCABrian Rose, PE Drainage/ Permitting 60% 40% 15%Hung Tu, PE, SE Structures 60% 40% 10%Paul Benvie, PE Utility Design/ Construction 50% 50% 10%Pavan Paiavula, PE MOT & TTC 50% 50% 10%DRMP, Inc.Average PercentJOHNSON ENGINEERINGESAACIARDAMANTeam Member RoleExhibit 4-2. Average Staff Availability and Requirement for Key Subconsultants Personnel (March 2026 to March 2028) Exhibit 4-3 shows the current and projected commitments of our project management staff and task leads. Our staff is available to deliver this project on schedule!Exhibit 4-3. Average Key Staff Availability for Project Management (March 2026 to March 2028) Page 3391 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 4 - 4 4. RECENT, CURRENT, AND PROJECTED WORKLOADS OF THE FIRM Exhibit 4-4. Resource Loaded Project ScheduleThe “Resource Loaded Project Schedule” shown below, aligns with Jacobs proposed Project Schedule shown in Exhibit 3-3. This schedule defines when Jacobs staff and Subconsultant Services will be required during each milestone of the project. As shown in this section, our staff has excess availability to complete the services required for this project. This tool will serve as the basis for developing schedule-based staff hour estimates and will help expedite project negotiations.Page 3392 of 9661 APPENDIX A Required Forms and Licenses ,ecollier County Page 3393 of 9661 17thJuly25Page 3394 of 9661 Page 3395 of 9661 Page 3396 of 9661 Page 3397 of 9661 Page 3398 of 9661 Page 3399 of 9661 Page 3400 of 9661 Page 3401 of 9661 Page 3402 of 9661 Page 3403 of 9661 Page 3404 of 9661 Page 3405 of 9661 Page 3406 of 9661 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER LIMITS(MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) POLICY EFF POLICY NUMBERTYPE OF INSURANCELTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 1,000,000 1,000,000 752147287 752147287 C/O Global Risk Management 555 South Flower Street, Suite 3200 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 07/01/26PROFESSIONAL LIABILITY 500,000 22667 1,000,000 43575 X PROJECT MGR: Bill Gramer. CONTRACT MGR: Firas Bargouthi. RE: DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3. 1-212-948-1306 X COMMISSIONERS is added as an additional insured for general liability as respects the negligence of the insured in the CONTRACT END DATE: 07-19-2027. PROJECT NUMBER: RPS NO.: 25-8377. SECTOR: Public. COLLIER COUNTY BOARD OF COUNTY policy is primary and the certificate holder's insurance is excess and non-contributory. *THIS IS A SAMPLE CERTIFICATE performance of insured's services to cert holder under contract for captioned work. The General Liability insurance CONTRACT, CONSISTENT WITH POLICY TERMS AND CONDITIONS. ONLY*. THE ACTUAL CERTIFICATE FOR THE PROPOSED PROJECT WILL COMPLY WITH THE TERMS AND CONDITIONS NEGOTIATED IN THE FINAL 07/01/25 USA 07/01/26 SCF C72792920 (WI) Jacobs Engineering Group Inc. WLR C72792919 (AOS) WCU C72792932 (OH)* 07/01/25 1-212-948-1306 1,000,000 07/01/26 X nyumdo_newgalexy 1,000,000 X NAPLES, FL 34112 633 W. Fifth Street 5,000CONTRACTUAL LIABILITY INDEMNITY INS CO OF NORTH AMER ACE AMER INS CO 2,000,000 1,000,000 A 07/01/25 07/01/25 07/01/25 ISA H11371504 X 07/01/25 Los Angeles, CA 90071 USA N A A B A HDO G48977145 1,000,000A 07/15/2025 07/01/26 EON G21655065 016 07/01/26 BLDG C-2 X 1,000,000 LIC #0437153 3295 TAMIAMI TRAIL EAST Los Angeles, CA 90071 USA 07/01/26 PER CLAIM/PER AGG CIRTS_Support@jacobs.com Marsh Risk & Insurance Services Page 3407 of 9661 SUPP (05/04) SUPPLEMENT TO CERTIFICATE OF INSURANCE DATE NAME OF INSURED: Additional Description of Operations/Remarks from Page 1: Additional Information: *$2,000,000 SIR FOR STATE OF: OHIO Jacobs Engineering Group Inc. 07/15/2025 Page 3408 of 9661 Page 3409 of 9661 Page 3410 of 9661 Page 3411 of 9661 Page 3412 of 9661 Page 3413 of 9661 Page 3414 of 9661 Page 3415 of 9661 Page 3416 of 9661 Page 3417 of 9661 Page 3418 of 9661 Page 3419 of 9661 Page 3420 of 9661 Form W-9 (Rev. March 2024) Request for Taxpayer Identification Number and Certification Department of the Treasury Internal Revenue Service Go to www.irs.gov/FormW9 for instructions and the latest information. Give form to the requester. Do not send to the IRS. Before you begin. For guidance related to the purpose of Form W-9, see Purpose of Form, below.Print or type. See Specific Instructions on page 3.1 Name of entity/individual. An entry is required. (For a sole proprietor or disregarded entity, enter the owner’s name on line 1, and enter the business/disregarded entity’s name on line 2.) 2 Business name/disregarded entity name, if different from above. 3a Check the appropriate box for federal tax classification of the entity/individual whose name is entered on line 1. Check only one of the following seven boxes. Individual/sole proprietor C corporation S corporation Partnership Trust/estate LLC. Enter the tax classification (C = C corporation, S = S corporation, P = Partnership) .... Note: Check the “LLC” box above and, in the entry space, enter the appropriate code (C, S, or P) for the tax classification of the LLC, unless it is a disregarded entity. A disregarded entity should instead check the appropriate box for the tax classification of its owner. Other (see instructions) 3b If on line 3a you checked “Partnership” or “Trust/estate,” or checked “LLC” and entered “P” as its tax classification, and you are providing this form to a partnership, trust, or estate in which you have an ownership interest, check this box if you have any foreign partners, owners, or beneficiaries. See instructions ......... 4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3): Exempt payee code (if any) Exemption from Foreign Account Tax Compliance Act (FATCA) reporting code (if any) (Applies to accounts maintained outside the United States.) 5 Address (number, street, and apt. or suite no.). See instructions. 6 City, state, and ZIP code Requester’s name and address (optional) 7 List account number(s) here (optional) Part I Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. See also What Name and Number To Give the Requester for guidelines on whose number to enter. Social security number –– or Employer identification number – Part II Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. I am not subject to backup withholding because (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and, generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later. Sign Here Signature of U.S. person Date General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. What’s New Line 3a has been modified to clarify how a disregarded entity completes this line. An LLC that is a disregarded entity should check the appropriate box for the tax classification of its owner. Otherwise, it should check the “LLC” box and enter its appropriate tax classification. New line 3b has been added to this form. A flow-through entity is required to complete this line to indicate that it has direct or indirect foreign partners, owners, or beneficiaries when it provides the Form W-9 to another flow-through entity in which it has an ownership interest. This change is intended to provide a flow-through entity with information regarding the status of its indirect foreign partners, owners, or beneficiaries, so that it can satisfy any applicable reporting requirements. For example, a partnership that has any indirect foreign partners may be required to complete Schedules K-2 and K-3. See the Partnership Instructions for Schedules K-2 and K-3 (Form 1065). Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS is giving you this form because they Cat. No. 10231X Form W-9 (Rev. 3-2024) Jacobs Engineering Group Inc. x 1999 Bryan Street, Suite 3500 Dallas, TX 75201 9 5 4 0 8 1 6 3 6 Ellen B. Patterson June 1, 2025 Page 3421 of 9661 Page 3422 of 9661 Page 3423 of 9661 APPENDIX B Resumes Collier County Page 3424 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 TEAM MEMBER RESUMES — KEY PERSONNEL Steve Wallace, PE PROJECT MANAGER (JACOBS) Steve is a Roadway Senior Project Manager responsible for project management and design services for transportation projects. He has worked with all eight Florida Department of Transportation Districts. In addition to the Department, Steve has worked with several municipal and private clients giving him extensive depth in roadway design and construction. His background includes roadway design, drainage design, construction, utilities, PD&E and specifications. Steve has vast experience on transportation projects in Florida ranging from FDOT roadway projects, local city and county projects, drainage studies, airport design work and construction. Selected Projects Vanderbilt Beach Road Widening, Collier County/FDOT District One, Collier County, FL. The project involved the widening of the existing Vanderbilt Beach Road (CR 862) from 2-lanes to 6-lanes. Responsible for all coordination, permitting, design, plans production and FDOT requests for interstate requirements. FDOT permitting for utilities, right-of-way use and connection were filed to perform construction activities within the L/A limits. Responded to all FDOT needs and all permits were attained, design drawings accepted and FDOT criteria held. The project crossed underneath I-75 and proposed major reconstruction improvements within the limited access right-of- way. The Big Cypress Basin had a water control structure and a canal within the L/A right-of-way. Additionally, the road profile raised the road enough to infringe on the minimum clearance requirement of 15’ 6”. The design also proposed the cutting of the toe of both bridge abutments and constructing a barrier wall with weep holes to provide pedestrian facilities in both directions. Assistant Project Manager, Immokalee Road Widening, Collier County, FL. Project involved the widening of the existing 8.1-mile Immokalee Road from 2-lanes to 6-lanes. Responsibilities included marketing; proposal development; contract negotiations; development of budget and schedule; project set-up; horizontal/vertical alignment analysis; CAD/CAE-plans production; drainage structure design (ASAD); preparation of environmental resource permit for SFWMD; USACE permitting; signing and marking; right- of-way acquisition services; inter-office coordinator for structures, lighting, traffic, environmental and wildlife crossing; public meeting presentation preparation; public involvement meeting representative; and construction coordination. Project Manager, Erie Road Widening (East Segment) Martha Road to US 301, Manatee County, FL. The project corridor is approximately 1.03 miles long. The northside of Erie Road is constrained by a Florida Power & Light railroad and Duke Power easement. All widening will be to the south and hold the north right-of-line. Widening will include a 22-foot median with median lighting, four 12-foot lanes, and a multi-use trail on the southside of Erie Road. The existing Erie Road is flush shoulder with drainage going to roadside ditches. The road will be converted from a rural section to an urban curb and gutter with closed drainage. Services provided for the Erie Road widening include pavement design, roadway design, traffic control, reconstruction, new stormwater drainage system, regional stormwater modeling, geotechnical services, signalization, signing/pavement markings, utility design/coordination, survey/SUE, right-of-way acquisition, environmental permitting, public outreach, FDOT coordination, railroad permitting, expert witness, and services supporting construction. Project Manager, I-175/SR 594 Concrete Rehabilitation, FDOT District Seven, Pinellas County, FL. I-175 (SR 594) is a Limited Access Interstate Highway. This roadway is an SIS corridor and varies from 4-lanes to 6-lanes. The concrete rehabilitation improvements will include rigid pavement rehabilitation for concrete pavement slabs of the existing mainline and ramps with milling and resurfacing of the asphalt portions of the mainline roadway, shoulders and ramp lanes. Services being provided include pavement design, slab maintenance scheduling, milling and resurfacing, drainage, signing and pavement markings, miscellaneous structures, lighting, design survey, Terrestrial Mobile LiDAR and public involvement. Engineer of Record and Project Manager, SR 597 Dale Mabry, FDOT District Seven, Hillsborough County, FL. Responsible for roadway design, drainage design, maintenance of traffic, pavement design, plans production and services during construction. SR 597/Dale Mabry Highway is a heavily travelled 6-lane urban corridor located in the north Tampa area of Carrollwood. The project is 4.3 miles long and consist of milling/ resurfacing, replacing damaged sidewalks, upgrading ADA deficiencies, drainage and minor traffic safety improvements. Also included in this project is a major intersection re-design/upgrade for the Bearss Avenue intersection. Services include roadway design, intersection improvement design, drainage design, signalization, lighting, signing/pavement markings, pavement design, utility relocation/coordination and services during construction. EDUCATION/ QUALIFICATIONS BS, Civil Engineering, REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL #59537 Advanced Maintenance of Traffic FDOT Specifications, LRE Roadway Safety Audit YEARS OF EXPERIENCE 28 Page C-1APPENDIX B: RESUMES Page 3425 of 9661 APPENDIX B: RESUMES Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Engineer of Record and Project Manager, SR 595 (Seminole Boulevard) Resurfacing, Restoration and Rehabilitation Safety Improvements, FDOT District Seven, Pinellas County, FL. Responsible for roadway design, drainage design, signing and pavement marking, maintenance of traffic, pavement design, plans production and services during construction. SR 595/Seminole Boulevard is a 6-lane Urban Corridor and Arterial Collector in Largo, Florida. The project is 3.4 miles long and consists of milling/resurfacing, safety upgrades, access management alteration, replacing damaged sidewalks, upgrading ADA deficiencies and minor traffic safety improvements. Also included in this project is a major intersection re-design at the Walsingham Road intersection. Services include roadway design, intersection improvement design, drainage design, signalization, signing/pavement markings, pavement design, utility relocation/coordination and services during construction. Quality Control Reviewer and Roadway Design Coordinator, Providence Road, City of Lakeland, Polk County, FL. Responsible for QC, roadway review, cost estimate review, and constructability. This project provides design and permitting for the pavement replacement and complete street improvements along 1.5 miles of a 2-lane undivided major urban collector roadway. The existing rural typical section from Kathleen Road to Griffin Road will be reconstructed to one 10-foot lane in each direction with a Type F curb and gutter and an 8-foot concrete sidewalk (multi-use path) on both sides of the roadway. The project includes a Southwest Florida Water Management District (SWFWMD) Permit Modification and a USACE Nationwide for impacts to other surface waters (filling of some upland cut ditches) to accommodate the new sidewalk. Major project challenges included major profile grade (above 4%), brick paver design/resetting, constrained right-of-way, existing drainage system and impacts to private property. This project provides major safety upgrades, observes complete streets concepts and corrects the stormwater management system through the use of combined closed drainage and roadside swale open ditches. The project primarily consists of adding sidewalk, road resurfacing, bike/pedestrian improvements, ADA upgrades, widening/reconstruction, major drainage, permitting, signing and pavement marking, lighting, maintenance of traffic and services during construction. Project Manager, Tom Varn Park - Stadium Deck Repair, City of Brooksville, Hernando County, FL. Responsible for project delivery, quality control, ADA/Pedestrian design, report review, and contract administration. The Tom Varn Park Stadium has shown signs of settling and cracking in the block wall construction of the seating sections. The City of Brooksville requested evaluations and alternatives to be considered and documented in a Feasability Report. The report includes ADA/Pedestrian evaluation, structural analysis, Non-Destructive Testing (GPR), and cost estimates for each alternative. Project Manager, Barge Canal Boat Ramp Client Representation, Citrus County, FL. Responsible for discipline coordination, scope development, fee development, negotiations, and grant review. The Barge Canal Ramp improvements was advertised and procured by Citrus County. As a representative of the county as an extension of staff, DRMP provided services related to scope/fee development. The project included site civil, roadway design, drainage design, environmental permitting, geotechnical engineering, landscape design, architecture design, and grant compliance. The project included developing the scope/fee on behalf of Citrus County and negotiating with the selected consultant. Project Manager, Fort Island Trail, Citrus County, FL. Responsible for roadway design review, cost analysis, and presentation to the board. The Fort Island Trail Project was a task assignment by Citrus County to prepare an alternative cost analysis for the Board of County Commissioners. The project included typical section development, roadway design criteria, cost estimates, and a PowerPoint with graphics. QC Reviewer, Brady Drive Box Culvert, City of Dunedin, Pinellas County, FL. Responsible for QC review, cost estimate review, and constructability for a drainage improvement project to alleviate flooding. The project will provide improved safety for the residential road. Overall project included wall design, box culvert design, subsurface utility engineering, topographic, utility coordination, minor roadway improvements, best management practices, erosion control, roadway drainage design and stormwater design. Project Manager, Cascades Reuse Extension, City of Brooksville, Hernando County, FL. Responsible for construction plans, permitting and construction services. The reuse (reclaimed water) project provides Engineering Services for the design, permitting and bidding/construction administration of the extension of the reuse water main in the Southern Hills/Cascades CRA. A reuse main was constructed as part of the Cascades Development and the connection was to the existing reuse main on Southern Hills Boulevard was not made. The reuse main runs along the Cotillion Boulevard Southern right-of-way and will discharge into an existing pond the Cascades Development. Project includes utility design, permitting, survey and construction support. Engineer of Record, Goodland Drive Reconstruction, GradyMinor for Collier County, FL. Responsible for roadway design, Full Depth Reclamation design, permitting coordination, FDOT coordination and services during construction. Goodland Road is a landlocked road that provides ingress/egress to the town of Goodland, Florida. The road is subject to extreme tidal flooding and often creates safety concerns for the passing of vehicles and any potential emergency services. The project goal was to raise the road an average of 15-inches to improve safety and upgrade existing features to current standards. The reconstruction of the road also includes rebuilding the 8-foot multi-use path. Professional services include roadway reconstruction, pavement design, Full Depth Reclamation design, signing and pavement marking, environmental permitting, maintenance of traffic, drainage design, surveying, utility relocation, decorative brick design, FDOT coordination and services during construction. Project Manager, SR 50 Widening, FDOT Districts Five and Seven, Hernando and Sumter Counties, FL. Responsible design support, QC support, FDOT coordination, public involvement and project management assistance for widening eight miles of SR 50 from 2-lanes to 4-lanes from east of US 301 to east of CR 757. The project extends through the Withlacoochee State Forest and involves extensive environmental coordination with US Fish and Wildlife Service, Southwest Florida Water Management District, US Forestry Service, Acquisition and Restoration Council, two FDOT Districts and local agencies. New bridges are being designed at the existing CSX railroad crossing and Little Withlacoochee River. Project includes roadway, drainage, bridges, signingand pavement marking, maintenance of traffic, environmental permitting, right-of-way mapping and public involvement. Page C-2Page 3426 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Engineer of Record and Project Manager, SR 45/US 41/Broad Street, FDOT District Seven, Hernando County, FL. Responsible for the concrete pavement design, intersection layout design, maintenance of traffic coordination and support services during construction. The US 41 project in Brooksville, Florida is a resurfacing and reconstruction project. In addition to scheduled pavement resurfacing the project also included the replacement of asphalt pavement with Rigid Concrete construction at the intersection of Wiscon Road. Professional services included Rigid Pavement/Concrete design, intersection design, constructability, maintenance of traffic, FDOT coordination and support during construction. Engineer of Record and Project Manager, Himes Avenue/Busch Boulevard (SR 580) Intersection Design, Hillsborough County, FL. Preliminary engineering report and design. He was also responsible for alternatives analysis, roadway design, maintenance of traffic, FDOT coordination, CSX coordination, specifications, construction costing and services during construction. Hillsborough County is improving the intersection of Himes Avenue and Busch Boulevard in north Tampa. The intersection has been identified as substandard in Level of Service, capacity and pedestrian safety. Himes Avenue is being widened, resurfaced and pedestrian feature upgrades. As part of the intersection design, coordination and permitting with CSX Railroad was required. Professional services include preliminary engineering report, concept report, roadway design, intersection design, FDOT coordination, CSX coordination, drainage, ADA/pedestrian features, signalization, signing and pavement marking, utility relocation and services during construction. Engineer of Record and Project Manager, Himes Avenue/Waters Avenue (CR 584) Intersection Design, Hillsborough County, FL. Preliminary engineering report and design responsible for alternatives analysis, roadway design, maintenance of traffic, specifications, construction costing and services during construction. Hillsborough County is improving the intersection of Himes Avenue and Waters Avenue in north Tampa. The intersection is being improved to correct Level of Service, delay time and pedestrian safety. Himes Avenue is being resurfaced, pedestrian features upgraded and new turn lane construction. Professional services include preliminary engineering report, concept report, roadway design, intersection design, FDOT coordination, drainage, ADA/pedestrian features, signalization, signing and pavement marking, utility relocation, environmental permitting and services during construction. Roadway Engineer, Haines Bayshore Road Sidewalk Improvements (LAP), Pinellas County, FL. Responsible for design review, quality control, production review engineer estimate of probable cause. This project involved the design and permitting of a 1-mile sidewalk along Haines Bayshore Road. The project included a 15% Line and Grade submittal to justify the proposed alignment. An ICPR Version 4 stormwater model was produced to show no adverse impacts with the filling & piping of various ditch segments. Permits were secured from the SWFWMD and USACE. Public Involvement included coordination with Clearwater Central Catholic High School and several homeowner associations. Project Manager and Engineer of Record, 4th Street North and 112th Avenue Intersection Improvements, City of St. Petersburg, Pinellas County, FL. Responsible for the PD&E and design of the project. His responsibilities included cost-benefit analysis, budgeting, schedule, coordination for both agencies and plans production. The 4th Street/112th Avenue intersection improvement project was a LAP project between FDOT District Seven and the City of St. Petersburg. The project began as a PD&E and moved through final design. The scope of the project included rebuilding traffic separators along 4th Street, realigning signal heads, upgrading and replacing drainage structures, widen to add a left-turn lane, new striping and pavement design. Project Manager and Engineer of Record, SR 552 (Curry Ford Road) Resurfacing, FDOT District Five, Orange County, FL. The project was approximately 1.5 miles long and focused primarily on the rehabilitation of the existing pavement including cross-slope correction. The project also included correction of deficient curb ramps-ADA, bicycle accommodations, alterations of medians (including at least one closure), minor modifications to existing drainage, signing/pavement marking, extending existing turn lanes and a public meeting. The project also required coordination with local agencies for landscape and streetscape alterations in the medians. Mr. Wallace’s responsibilities included pavement design, signing/pavement markings and drainage. Project Manager and Engineer of Record, US 27 Widening and Resurfacing Barry Road to US 192, FDOT District One, Polk County, FL. Design of 4-lanes to 6-lanes widening and resurfacing on 4.2 miles of major rural arterial roadway in the Disney World area. Design included roadway widening, resurfacing and cross slope analysis, pavement design and drainage improvements, safety improvements, lowering US 192 under the existing bridge to allow widening and create required bridge to roadway clearance, traffic control plans, pavement marking and signing, traffic analysis and design of three new traffic signals. A lighting justification report has been completed. Project also required traffic volume studies and projections for design year traffic volumes and pavement designs. Project included stormwater system design, sound barrier installation, landscaping and environmental considerations as well. Roadway Engineer, US 1 Intersections Bundle and SR 600 from Emmett Street to North Charles Street, FDOT District Five, Brevard and Volusia Counties, FL. Responsible for QC, pedestrian detour review and FDOT District Five coordination in support of roadway/traffic improvements at several intersections along SR 5/US 1 and SR 600/US 92 from Emmett Street to North Charles Street. Project included design of traffic signal improvements to install mast arms at five intersections along SR 5/US 1 including at Hibiscus Boulevard, SR 500 (US 192), Ballard Drive/Babcock Street, Prospect Avenue and New Haven Avenue. Drainage improvements were also preformed to mitigate flooding issues on SR 600/US 92 from Emmett Street to North Charles Street by constructing additional curb inlets and replacing the existing storm drain trunkline with a larger pipe system. Project Manager and Engineer of Record, SR 39 (N. Alexander Street) from US 92 to North of I-4 (SR 400), FDOT District Seven, Hillsborough County, FL. Design of nearly two miles of new roadway alignment in conjunction with one mile of existing road widening and adjacent tie- ins. Services include roadway, survey, drainage, permitting, signing and marking, traffic control, right-of-way coordination and construction cost estimating. budget, coordination and technical accuracy of the design. The Himes Avenue project began as a PD&E to determine alignments and cost/benefit alternatives to best fit minor widening into the existing right-of-way. After the preferred alignment was selected, the project then moved into design. The scope of work included adding two left-turn lanes at the signalized intersection, upgrading all pedestrian and ADA facilities, provide sidewalk on the west side, widen the road in each direction, resurface the mainline of the cross street and upgrade the signals. Page C-3APPENDIX B: RESUMES Page 3427 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Nathan Lunsford, PE DEPUTY PROJECT MANAGER (JACOBS) Nathan has experience in transportation roadway, bridge design, and site/civil projects, and project management. He has worked on an array of projects including traffic, roadway, transit, planning, bridge relocation, utility relocations, project pursuits and business development, corridor studies, sidewalk, inspections, cost estimating, and presentations. Nathan’s experience includes working on successful corridor studies of Immokalee Road (2 miles), Wilson Boulevard (4 miles), and Collier Boulevard (4 miles). He has an excellent working relationship with Collier County’s Growth Management Department, Collier County Public Works Departments, Seminole Tribe of Florida, and extensive stakeholder interaction experience. Selected Projects Project Engineer. Pine Ridge Road Corridor Design, Collier County, FL. Assisting with the design of innovative intersection alternatives at Pine Ridge Road and Livingston Road which include a Jughandle, Continuous Flow Intersection, and a Single Point Urban Interchange as well as evaluating an R-cut innovative intersection. Specific responsibilities include creating roadway corridor linework alternatives, conceptual design drawings, cost estimate and cost benefit analyses, main electrical transmission utility relocation, technical memorandum and delivery, and facilitating multiple client workshop meetings. Project Engineer, Wilson Boulevard Widening Corridor Study & Design, Collier County, FL. Assisting with the conceptual design of widening an existing 2 lane rural roadway to a 4-lane urban roadway with bike lanes, bridge replacement, box culvert extension, multi-use pathway and sidewalk. Specific responsibilities include creating roadway corridor linework, incorporating the adjacent Wilson Wellfield project along the corridor, conceptual design drawings, pond siting, wetland delineation, cost estimates, ROW mapping, and facilitating multiple public involvement and client workshop meetings. Project Engineer. Vanderbilt Beach Road Widening, Collier County, FL. Assisting with the median-widening design of 1.7 miles of an existing 4-lane roadway to a 6-lane facility. Specific responsibilities include creating roadway corridor linework, design of skewed double barrel 9’x5’ box culvert and accompanying temporary traffic control, conceptual design drawings, stakeholder involvement, cost estimates, and facilitating multiple workshop meetings. Project Engineer. Vanderbilt Beach Road Extension, Collier County, FL. Assisting with the design of a new 7 mile 6-Lane roadway. Specific responsibilities include creating conceptual design drawings, pond siting, client workshops, wetland delineation, and facilitating multiple stakeholder involvement meetings. Project Manager & Project Engineer. General Services Contract – Transportation Planning, Collier County, FL. The County tasks Jacobs with various transportation planning projects throughout the County on an as-needed basis. Responsibilities as project manager include project kick-off, client coordination, and invoicing. Specific tasks under the General Services Contract include Bayshore Drive street diet, Danford Street roadway and drainage improvements, Palmetto Ridge Highschool traffic congestion study, Roundabout Review at Golden Gate Blvd/Desoto Blvd, Corkscrew Middle/Elementary School traffic congestion study, Town of Big Cypress future roadway concept, Camp Keais roundabout conceptual design, Pepper Ranch building assessment, creating conceptual design drawings, and multiple client workshops. Project Manager & Project Engineer. General Services Contract – Developer Responsibility, Collier County, FL. The County tasks Jacobs with various Developer Responsibility projects throughout the County on an as-needed basis to evaluate proposed developments and their connection and impact to the County transportation network. Responsibilities as project manager include project kick-off, client coordination, and invoicing. Specific tasks under the General Services Contract include Noah’s Way/Abercia North Development, Big Shots Golf Development, VA Hospital Development, Affordable Housing Development, Tractor Supply Co. Development, Group Housing Development, creating conceptual design drawings, and multiple client workshops. Project Engineer. Immokalee Road Corridor Study, FL. Assisting with the design of incorporating 3 innovative intersection improvements along Immokalee Road including a Continuous Flow Intersection, Diverging Diamond Interchange, and a Single Point Urban Interchange as well as conventional improvements to the other 6 intersections along the corridor’s limit, auxiliary lane design, box culvert extensions, and bridge replacements. Specific responsibilities include creating roadway corridor linework, conceptual design drawings, cost estimates, and facilitating multiple public involvement meetings. Project Engineer. Collier Boulevard III Widening & Bridge Location Study, Collier County, FL. Assisting with the design of widening an existing 4-lane urban roadway to a 6-lane urban roadway with bike lanes and multi-use pathway, auxiliary lane, and sidewalk. Specific responsibilities include creating roadway corridor linework, bridge location alternatives, adjacent developer EDUCATION/ QUALIFICATIONS B.S., Civil Engineering, University of Florida, Gainesville, FL REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (License No. 98697) YEARS OF EXPERIENCE 4 Page C-4APPENDIX B: RESUMES Page 3428 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 coordination, conceptual design drawings, cost estimates and facilitating multiple public involvement and client workshop meetings. Project Engineer. Lake Trafford Road Bicycle and Drainage Improvements, Collier County, FL. Assisting with the design 5’ shoulder extensions to an existing 2 lane rural roadway and sidewalk design. Specific responsibilities include creating roadway corridor linework, conceptual design drawings, pond siting, cost estimates and facilitating multiple public client workshop meetings. Project Engineer and Manager. Collier County Water Control Structures Evaluation, Collier County, FL. Assisting with the inspections and evaluations of 59 weir structures (fixed and adjustable) throughout Collier County. Specific responsibilities include management of the project, field inspections of all weirs, report generation, GIS and KMZ file creation for Client, and conceptual design drawings. Project Engineer. Seminole Tribe of Florida, Big Cypress Reservation, FL. Inspecting the condition of several hundreds of existing signs in the Seminole Tribe of Florida. Specific responsibilities include field inspections, creating GIS linework for client, report generation and consolidation, project memorandum and delivery. Project Engineer. East Naples Community Park Electrical Evaluation and Pickleball Expansion, Collier County, FL. Assisting with the electrical design improvements an existing facility to incorporate the addition of several dozen pickleball courts and welcome center. Specific responsibilities include conceptual design drawings, cost estimates and facilitating multiple client workshop meetings. Project Engineer. Wilson Boulevard Widening Wellfield Infrastructure Impact Assessment Memorandum, Collier County, FL. As part of the Wilson Boulevard Roadway Widening, a separate project of incorporating the Wellfields along the corridor included incorporating the Wilson Boulevard Widening design, conceptual design drawings, upgrading or relocating existing wellheads without interrupting production of the wells. Project Engineer. Pavement Evaluations, Collier County, FL. Inspecting the condition of several thousands of lane miles of pavement. Specific responsibilities include field inspections and verifying pavement, creating GIS linework for client, report generation and consolidation, project memorandum and delivery. Page C-5APPENDIX B: RESUMES Page 3429 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Bill Gramer, PE, AICP PRINCIPAL-IN-CHARGE / PROJECT COORDINATOR (JACOBS)Bill brings more than 37 years of experience managing and coordinating a wide variety of transportation and transit projects, including planning, traffic, roadway, drainage, utility, environmental, small local roadways, major urban arterials, state routes, and interstate highways. Bill has managed or coordinated 15 of our firm’s major Collier County roadway projects and 15 general service contracts. In addition, he has managed or coordinated 45 different general service contracts for clients throughout Florida. Bill has expertise in project management, roadway and transit studies and design, bicycle and pedestrian plans (including experience designing over 100 miles of sidewalks, pathways, and bicycle lanes), design-build criteria packages, underground utility design/relocations, Project Development and Environment (PD&E) studies, and community outreach. He has also managed over 40 public involvement meetings and over 100 project stakeholder meetings. Selected Projects Project Manager. Wilson Boulevard Widening - Design & Corridor Study, Collier County. Collier County, FL. Jacobs conducted a study to evaluate potential roadway corridor improvements to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road in northern Collier County. Specifically, the study valuated widening Wilson Boulevard from a two-lane undivided facility to a four-lane divided roadway with curb and gutter. This study included the development of alternatives, a comparative evaluation of the social and environmental effects, and the overall cost of each option. The project also included adding sidewalks, a shared-use path, and bike lanes and enhancing the existing bus stops. As PM, Bill managed the alternatives analysis to determine the best-suited alignment for Wilson Boulevard, which considered impacts to residential and commercial properties and impacts to the existing County production wells along the project corridor. Bill managed several successful workshops with the County regarding a left, center, and right alignment and the associated impacts, as well as additional ROW required. Bill managed an extensive public involvement process, which included a public meeting, social media engagement, mailer/newsletter, the project website, and an online survey with several public-friendly exhibits to portray project alternatives, such as complex 3D designs and renderings to show design features of the recommended alternative. Bill successfully presented the results of the study and recommendation for approval to the Board of County Commissioners. Bill is currently managing the design of Wilson Boulevard Widening. Project Manager. Vanderbilt Beach Road Extension Design, Collier County, FL. Bill managed the design of a new 7-mile, six-lane roadway from Collier Boulevard to 16th St. NE. Providing public involvement, roadway design, drainage, permitting, maintenance of traffic (MOT), structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Project Manager. Immokalee Road Corridor Congestion Study, Collier County, FL. Bill managed a congestion analysis for future (5-year and 20-year) conditions along an approximately 2.3-mile segment along Immokalee Road from of Livingston Road to Logan Boulevard, including nine intersections. Jacobs obtained traffic counts, evaluated surrounding land use, and projected traffic forecasts along the corridor and at the intersections for existing (2019), 2025, and 2040 conditions. Due to the severe congestion projected and limited right-of-way (ROW) available, th e team performed an alternatives analysis evaluating both conventional and innovative alternatives at each of the intersections. The team modeled the corridor in SYNCHRO software by Trafficware to conduct the analysis for delay, volume to capacity ratio, and level of service for existing and future conditions for the no-build and build scenarios. Types of innovative improvements evaluated at each of the nine intersections included a continuous flow intersection (CFI), jug handle, single point urban interchange (SPUI), restricted crossing U-Turn (R-CUT), diverging diamond interchange (DDI), median U-turn (MUT), and Continuous Green-T. The team prepared concepts for the recommended improvements at each intersection and along the corridor. Concepts with innovative solutions included: – SPUI at Livingston Road – CFI at Strand Boulevard and Juliet Boulevard – DDI at the I-75 interchange – CFI and SPUI at Logan Boulevard EDUCATION/ QUALIFICATIONS BS, Civil Engineering, Polytechnic University, NY REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (License No. 59090) Certified Planner: AICP (#314390) YEARS OF EXPERIENCE 37 Page C-6APPENDIX B: RESUMES Page 3430 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Project Manager. Collier-Immokalee Intersection Improvements Design, Collier County, FL. Bill managed intersection improvements to the Immokalee Road and Collier Boulevard Intersection, which will provide additional capacity to the intersection and extend Collier Boulevard north by about a half mile. The intersection improvements were planned and designed to accommodate a future SPUI at this intersection. Services included roadway alternatives analysis, roadway design, drainage design, sidewalks, bike lanes, pathways, canal relocation, prefabricated bridge crossing of canal, box culvert extension, signalization, lighting, utility design, coordination with FPL for relocation of transmission and distribution lines and permitting. Project Manager. Tree Farm Road Phase II Design, Collier County, FL. Bill managed the design for the half-mile segment of Tree Farm Road. This two-lane roadway section links four roadways with a new roundabout. Design included a new two-lane new roadway with sidewalks, pathways, bike lanes, and a new roundabout. He managed water main and force main design and permitting. The project used three adjacent development ponds for stormwater treatment and attenuation. Project Manager. Collier Boulevard III – Phase I (Golden Gate Boulevard to Green Boulevard) Design, Collier County, FL. Bill managed the widening of 2 miles of the existing four-lane, urban, divided roadway. Managed a multi-firm team providing public involvement, roadway design, drainage, permitting, MOT, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Project Manager. Collier Boulevard III – Phase II (Golden Gate Canal to Green Boulevard) Design, Collier County, FL. Bill managed the widening of 2 miles of the existing four-lane, urban, divided roadway. His responsibilities included managing a multi-firm team providing public involvement, roadway design, drainage, permitting, MOT, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. This project is currently on hold at 60%. Project Manager/Coordinator. Collier Boulevard II (US 41 to Davis Boulevard) Design, Collier County, FL. Bill coordinated and managed this design project involving roadway capacity improvements to a 7-mile segment from US 41 to Davis Boulevard. Managed preparation of design plans and specifications for widening the existing four-lane roadway to a six-lane facility, including four major intersections. Permits included the South Florida Water Management District (SFWMD), US Army Corps of Engineers (USACE), and Florida Department of Environmental Protection (FDEP). Project Coordinator. Oil Well Road Widening and Reconstruction, Collier County, FL. Bill coordinated design and permitting for the widening and reconstruction of 11.1 miles of Oil Well Road. The project involved widening a two-lane rural section to a four-lane and-six lane urban section. The project included extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. The permitting included drainage and environmental impacts as well as wildlife crossings for endangered species such as the Florida Panther. Our team prepared a bridge design report and design and plans for three bridge replacements, two box culvert extensions, and miscellaneous structures. Project Manager. Collier Boulevard I (Golden Gate Boulevard to Immokalee Road) Design, Collier County, FL. Bill managed the Collier Boulevard (CR 951) project that involved widening three miles of the existing two-lane roadway to a six-lane, urban, divided roadway from Golden Gate Boulevard to Immokalee Road. He led public involvement, roadway design, drainage, permitting, MOT, structural design, environmental impacts, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. Permits included SFWMD, USACE, and FDEP. Project Manager. Vanderbilt Beach Road (Airport-Pulling Road to Collier Boulevard) Design, Collier County, FL. Bill managed the widening of 5.5 miles of the existing two-lane roadway to a six-lane, urban, divided roadway. The project required extensive attention to public concerns regarding local access, circulation, traffic demands, impacts to businesses and residential areas, and aesthetics. Project Manager. Immokalee Road (Collier Boulevard to 43rd Avenue NE) Design, Collier County, FL. Bill managed this design project that involved the 8.1-mile widening of Immokalee Road from two to six lanes. He managed complete roadway design, permitting services, drainage design, wetland mitigation, water and force main design, signal design, roadway lighting, traffic studies, and services during construction. Project Manager. Pine Ridge Road (Airport- Pulling Road to Logan Boulevard) Design, Collier County, FL. Managed this design project involving widening Pine Ridge Road from four to six lanes and converting the existing rural section to an urban section. The 3.3-mile project included widening Pine Ridge Road through the I-75 interchange. One unique aspect of the project was the redesign of the northbound on- and off-ramps to accommodate dual left-turn lanes. Project Manager/Coordinator. Webber Street (McIntosh Road to Cattleman Road) Design, Sarasota County, FL. Bill managed and coordinated design for this two-mile, four-lane divided collector roadway including bicycle lanes, a grassed center median with streetscaping, retaining walls, a 200-foot bridge (Phillippi Creek), major crossroad culverts, privacy walls for residences, intersection improvements, traffic control devices, a closed storm drain system to serve the roadway, stormwater system to intercept runoff from private properties adjacent to the roadway, pond design compensation for filling within the 100-year flood plain, and facilities for mitigation of environmental and neighborhood impacts. Project Manager. Pine Street (Dearborn St. to US41) Design, Sarasota County, FL. Bill managed new roadway design for as a six-lane divided arterial with a majority of the alignment using a rural section. Led preparation of preliminary and final design drawings, geotechnical investigations, obtaining environmental and drainage permits, traffic signal design, preparation of right-of- way plans, and surveying. The project was developed in stages, with the first 3,000-foot section designed to 100% plans. The project involved extensive wetland mitigation along with mitigation for the Florida Scrub Jay. Page C-7APPENDIX B: RESUMES Page 3431 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Frank Scerbo, PE QA/QC – ROADWAY (JACOBS) Frank has more than 4 decades of large scale, multi-disciplined transportation experience focused on management of highway design projects, including the review and evaluation of work performed by others. He is experienced in roadway design, traffic engineering, Intelligence Transportation Systems, bridge design, geotechnical, survey and right of way mapping. Project Manager and Major Interchange and Direct Connector Design Task Leader, I-275, Florida Department of Transportation, Hillsborough County, FL. $350 million interstate highway project in a highly urbanized corridor. The project included schematic development, final design and preparation of PS&E for two miles of interstate highway and the I-275/SR60 interchange. The project consisted of interstate widening from 6 to 12 mainline lanes separated into inner and outer roadways with a center HOV/rail corridor, five braided diamond interchanges with local surface streets, over 200,000 square feet of sound walls, 300,000 square feet of retaining walls, concrete pavement design, right-of-way plans, environmental permitting, maintenance of traffic, noise analysis and wall design, community enhancements, aesthetics and public outreach. The I-275/SR60 interchange is a five-level direct connector interchange adjacent to Tampa International Airport. Design of the I-275/SR60 interchange was constrained vertically to avoid impact to airport airspace. Project Manager, Lithia-Lumsden Intersection Improvements and PD&E Study, Hillsborough County, FL. This project involved traffic analysis, environmental studies, engineering analysis, public involvement and alternatives development for improvements to the existing five-leg intersection. This project also included the development and analysis of conceptual design alternatives for potential network wide arterial and collector roadway improvements. Project Manager, PD&E Study & Final Design for Bell Shoals Road (Boyette Road to Bloomingdale Avenue), Hillsborough County, FL. Final design work for portions of Bell Shoals Road from Boyette Road to Bloomingdale Avenue in eastern Hillsborough County. These designs resulted from a PD&E study performed by Jacobs. The existing roadway was typically a two-lane highway, with a bridge crossing the Alafia River. Proposed improvements included widening the existing two lane rural roadway to a four-lane divided roadway for total length of 3 miles. Fees for this project were approximately $1.6 million. Roadway Design Engineer, Collier Boulevard Widening (Golden Gate Blvd to Immokalee Road), Collier County, FL. Jacobs provided design plans and bid specifications for roadway capacity improvements to a 3-mile segment of Collier Boulevard from Golden Gate Boulevard to Immokalee Road. The project involved widening the existing two-lane roadway to a six-lane facility, including major intersections at Golden Gate Boulevard, Immokalee Road, and Vanderbilt Beach Road. Project elements included roadway design, drainage, utility coordination, permitting, retaining wall and culvert design, signing and pavement marking, survey, geotechnical, and preparation of specifications. Project Manager, Collier Boulevard Widening (US 41 to Davis Boulevard),Collier County, FL. Responsible for design activities, quality management, schedule and budget for the design of the widening and capacity improvements of 7.5 miles of Collier Boulevard, the major north-south arterial in Collier County. The project involved widening the existing four-lane roadway to a six-lane facility, including major intersections at US 41, Davis Boulevard, and capacity improvements to the I-75 interchange with Collier Boulevard. Project elements included roadway design, drainage, utility coordination and design, maintenance of traffic, environmental permitting, retaining wall and culvert design, signing and pavement marking, survey, geotechnical, and preparation of specifications. Project Manager, SR 93 (I-275 Segment 1A) From Howard Frankland Bridge to Himes Avenue, FDOT District 7, Hillsborough County, FL. Responsible for the design of the widening and reconstruction of the interstate roadway including, the I-275/Memorial Highway (SR 60) interchange. The ultimate configuration of the interstate consists of 12 mainline lanes separated into inner and outer roadways; a center corridor designed to accommodate either HOV lanes or rail; five additional interchanges with the local surface street network; and collector-distributor roads between interchanges. The proposed I-275/SR 60 interchange is a five-level interchange adjacent to the Tampa International Airport (TIA) and is designed to avoid encroachment into the TIA airspace. Aspects of this project include concept development; final design; preparation of contract documents; right-of-way plans; environmental permitting; noise analysis and wall design; community enhancements and aesthetics; and public outreach. The project is divided into multiple design and construction stages with an ultimate construction cost in excess of $350 million. Design Manager/QC Manager/Construction Project Engineer, MoPac Improvement Project, Central Texas Regional Mobility Authority, Austin, TX. $137 million roadway widening that will add a tolled lane in each direction and soundwalls in residential areas. Pre-construction role included management of preparation of construction plans and provided oversight of roadway, EDUCATION/ QUALIFICATIONS BS, Civil Engineering REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (#59708) YEARS OF EXPERIENCE 43 Page C-8APPENDIX B: RESUMES Page 3432 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 bridge, traffic control, geotechnical, multi-use pathways and utility relocation designs performed by others. Provided oversight of subconsultant-prepared designs for ITS, drainage and electrical. Facilitates discipline-specific design task force meetings to ensure design elements are coordinated and conflict free throughout design process. As QC Manager, reviews all design plans to verify/validate conformance to established quality procedures and processes. Liaises directly with the Design QA manager to ensure all designs are checked/approved prior to submitting for agency approval at designated milestones. Construction role included inspection of roadway and bridges; monitoring of QC during construction; updating document logs and project reports; providing schedule update reviews; drafting RFIs and NCRs; and reviewing and monitoring to TCP implementation. Civil Design Manager, Sir Solomon Hochoy Highway Extension to Point Fortin, National Infrastructure Development Company, Trinidad and Tobago, W.I. 33 km of a 4-lane divided rural freeway extension of the existing Sir Solomon Hochoy Highway beginning south of San Fernando at Golconda and continuing to the Dunlop Roundabout. Included are seven (7) grade separated interchanges, 26 bridge structures and over 5 km of noise barriers. Project also included 12 km extension of the existing Southern Main Road beginning southwest of San Fernando and extending to connect to the proposed Sir Solomon Hochoy Highway at Mon Desir. The extension consists of approximately 6 km of widening and reconstruction of the existing 2-lane undivided roadway to a 4-lane undivided roadway and 6 km of new 4-lane divided rural freeway. Included were multiple signalized intersections, one (1) grade separated interchange and 6 bridges. Responsibilities included design oversight, design reviews for conformance to required standards and contract requirements, QC reviews, interdisciplinary reviews and conformance to schedule and budget for roadway, drainage, traffic, signing, pavement marking and maintenance of traffic. Project Engineer, North Tarrant Express Segments 1 and 2W Independent Engineer, TxDOT, Tarrant County, TX. 13.5-mile $2.5B CDA comprised of rebuilding the IH 820, SH 121/SH 183 corridors. Project included rebuilding 18 bridges and 52 off-ramps/on-ramps, new continuous frontage roads, rebuilding main lanes and adding 4 tolled managed lanes. Tasks included construction inspection of roadway; minor and complex bridges; coordination with TxDOT to monitor and provide QC during construction; updating document logs and project reports; tracking and recording lane rental activity; providing schedule update reviews; drafting RFIs and NCRs; and reviewing and monitoring of TCP implementation.Design Manager/QC Manager/Post Design Project Engineer, I-10/Americas Interchange; Camino Real Regional Mobility Authority; Americas Gateway Builders; El Paso, TX. $109 million project encompassing the design and construction of three new direct connectors in the existing interchange at I-10 and Loop 375 and widening of I-10 and Loop 375 at the direct connector approaches Managed preparation of construction plans for the addition of direct connectors to this congested four-level interchange that serves as a gateway to Mexico. Reviewed/evaluated designs prepared by project team relating to bridges, roadway, drainage, traffic control design, ITS, traffic signals, and utility design and relocation for conformance to established design criteria. As QC Manager, reviewed all design plans to verify and validate conformance to established quality procedures and processes. Post design tasks included construction inspection of roadway and bridges; coordination to monitor and provide QC during construction; updating document logs and project reports, drafting RFIs and NCRs; and reviewing and monitoring of TCP implementation. Design/Quality Advisor/Project Engineer, Toll 49 Segment 3B Design-Build Project; Northeast Texas Regional Mobility Authority; Tyler, TX. 9.7-mile, $70 million new toll road connecting Tyler, Marshall, and Longview. Project included 2 million cubic yards of cut and fill earthwork and 10 bridges, with one more than 1,700 feet long. Pre-construction tasks included reviewed/evaluation of highway designs prepared by others for roadway, drainage, and structures to verify and validate conformance to design criteria, quality processes and procedures, and contractual requirements. Construction tasks included construction inspection of roadway and bridges; drafting RFIs and NCRs; and reviewing and monitoring of TCP implementation.Project Manager. Oil Well Road Widening and Reconstruction, Collier County, FL. Frank man-aged the design and permitting for the widening and reconstruction of 3.2 miles of Oil Well Road. The project involved widening a two-lane rural section to a four-lane and-six lane urban section. The project included extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. The permitting included drainage and environmental impacts as well as wildlife crossings for endangered species such as the Florida Panther. Our team prepared a bridge design report and design and plans for one bridge replacement, one box culvert extension, and miscellaneous structures.Page C-9APPENDIX B: RESUMES Page 3433 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Velvet Bridges, PE, MSCE QA/QC – STRUCTURES (JACOBS) Velvet has 35 years of experience providing concrete bridge design, ship impact, structural modeling, and quality control. Her experience includes preparing preliminary and final design of major concrete bridge structures, including grade separations and water crossing, post-tensioned segmental concrete, and long-span cable-stayed types. Velvet has substantial experience providing services in projects’ construction phases, including inspection, load rating, and rehabilitation of new and existing bridges. Selected Projects EOR. I-4 Ultimate Improvement Project, FDOT District 5 (Design Builder SGL Constructors Design Build Joint Venture). Orange County, FL. Velvet prepared design of a curved arch steel cable pedestrian bridge over I-4 at Maitland Boulevard. I-4 is often called the backbone of Florida transportation system. The bridge is situated over ten lanes of I-4 as well as seven lanes of off/on ramps. The simple span bridge is 600 feet long with a 12-foot- wide deck curved in-plan. The steel arch rib is 708 feet long. This design-built project is based on LRFD. EOR. Miami Intermodal Center-Earlington Heights Guideway Structures (MIC-EHT), Miami Dade Transit. Dade County, FL. Velvet served as EOR for the final design of 13 segmental box girder bridges by balanced cantilever method of construction. The MIC-EHT connector consists of a 2.4-mile extension to the elevated, heavy-rail Metrorail line from Earlington Heights Station at NW 22nd Avenue and NW 41st Street to the Miami Intermodal Center near Miami International Airport. This $230M extension has numerous challenges involving long-span segmental concrete box girder design over the Miami River, an active tri-rail freight corridor, and a major expressway (SR112). The project included a four-level station integrated with a bus terminal plaza and a pedestrian overpass which connects the station to the airport’s rental car facility and automated people mover station. The design-bid project was based on LRFD. EOR. SR408/SR417 Ultimate Interchange Improvements (Project 253F), Orlando- Orange County Expressway Authority. Orange County, FL. Velvet served as EOR for the final design of three curved precast spliced U-Beam Flyover Ramps (maximum span of 200’-0”). This type of structure has been successfully used in other states but is new to Florida. The method of construction consists of temporary supports at the splice sections using post-tensioning. The design-bid project was based on LRFD. Lead Design Engineer. SR 826/SR 836 (Palmetto Expressway/Dolphin Expressway) Interchange, FDOT District 6. Miami-Dade County, FL. The SR 826/SR 836 Interchange is the second largest highway project in Florida. It is a four-level interchange in the heart of Miami-Dade County adjacent to the Miami International Airport. The project includes reconstruction of two miles of SR 826 and three miles of SR 836 to provide five lanes in each direction. The project also includes the introduction of roads along SR 836 and construction of 51 bridges, including eight segmental bridges. Velvet prepared final design of three precast segmental box girder highway bridges (maximum span of 240 feet). The design assumed a balanced cantilever method of erection. This design-bid project was based on LRFD. Design Engineer. Thomas B. Manuel Bridge, FDOT Turnpike Authority. Martin County, FL. Velvet designed the superstructure of a multi-span precast/prestressed Florida Bulb-T 78 Beam northbound bridge addition over the St. Lucie Canal. This design-build project was based on LRFD. Design Engineer. SR 55 (US 19) over Countryside Blvd. and SR 55 (US 19) over SR 580, FDOT District 7. Pinellas County, FL. Velvet was responsible for the independent design of the cast-in-place multi cell box girders. She performed the load rating analysis of both bridges using FDOT’s established procedure. Design Engineer. Acosta Main River Bridge, FDOT District 2. Duval County, FL. Velvet performed the calculations necessary for a required crane permit for the Jacksonville Express Skyway system. She determined the maximum allowable crane loads in the bridge by performing a longitudinal and transverse analysis of a five-span cast-in-place concrete box girder erected in balanced cantilever with a 630-foot main span and cast-in-place concrete box girder approaches erected on falsework. This entailed structural loading to carry light rail transit. Design Engineer. Old Sunshine Skyway Bridge over Tampa Bay, FDOT District 7. Hillsborough and Pinellas Counties, FL. Velvet prepared design to upgrade the northbound and southbound approach spans of the existing bridge concrete deck for recreational fishing piers. Independent Technical Peer Review. Interchange Plan Review, Orlando-Orange County Expressway Authority. Orange County, FL. Velvet conducted the independent technical peer review of a co-consultant’s design (Parsons & BS) of curved precast spliced U-beam flyover ramps for the SR 417 Boggy Creek Road Interchange. The design-build project was based on LRFD. Construction Shop Drawings Reviewer. Miami Intermodal Center-Earlington Heights Guideway Structures, Miami Dade Transit. Dade County, FL. Velvet provided construction support, including reviewing shop drawing and assisting the contractor during construction of the pre-cast segmental EDUCATION/ QUALIFICATIONS MS, Civil Engineering, University of South Florida BS, Civil Engineering, University of South Florida REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (#52061); AZ (#33653); OH (#73384); CA (#77494); MN (#48751); GA (#46992); PR (#28464); TN (#126487) Structural Engineer: UT (3083617-2202) YEARS OF EXPERIENCE 4 Page C-10APPENDIX B: RESUMES Page 3434 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 box girder segments by balanced cantilever method. This design-bid project was based on LRFD. Independent Technical Peer Reviewer. SR 826/SR 836 (Palmetto Expressway/Dolphin Expressway) Interchange, FDOT District 6. Dade County, FL. Velvet provided construction support through shop drawing reviews and independent peer review of the pre-cast segmental box girder box girder segments by balanced cantilever method of construction. This design- build project was based on LRFD. Independent Technical Peer Reviewer. Major Structures Plan Review, FDOT Districts 2 and D4. St. Johns, Broward and Volusia Counties, FL. Velvet was responsible for the independent design review of segmental alternates for the Hallandale Beach Blvd; Broward County and Broadway Bridge; Volusia County, Florida. The method of construction consisted of span-by- span erection. Under the same contract an independent design review was performed for the SR-312 Bridge over Matanzas River; St. Johns County, Florida. Independent Technical Peer Reviewer. Major Structures Plan Review, FDOT Districts 4, 5 and 6. Martin, Volusia and Dade County, FL. Velvet was responsible for the independent design review of segmental alternates for the Mac Arthur Causeway Bridge; Dade County, Roosevelt Boulevard Bridge Replacement, Martin County and Seabreeze Bridge; Volusia County, Florida. The method of construction consisted of balanced cantilever erection over intercoastal waterway. Under the same contract an independent ship impact study was performed for the Merrill Barber Bridge. Bridge Inspection. Evaluation of Existing Bridges, FDOT Districts 4 and 5. Broward, Palm Beach and Osceola Counties, FL. Velvet was responsible for the production Bridge Rating Reports for concrete bridges after performing bridge inspection evaluations. Bridge Research. Epoxy Coated Rebar Study, Key West Bridges. FDOT District 6. Monroe County, FL. Velvet was responsible for the evaluation of Corrosion of Epoxy Coated Reinforcing Steel in Concrete Key West Bridges Page C-11APPENDIX B: RESUMES Page 3435 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Danh Lee, PE QA/QC – DRAINAGE/PERMITTING (JACOBS) Danh has over 20 years of experience preparing transportation and drainage design and developing plans for major and minor roadways, expressways, and interstate highways, including major multi-level interchanges. His project experience includes planning, preliminary design, and final design, including stormwater management and environmental permitting education. His permitting experience includes procuring surface water and environmental permits from St. Johns River Water Management District, SFWMD, Southwest Florida Water Management District (SWFWMD), FDEP, USACE, and EPA. Danh brings in-depth knowledge of drainage needs and considerations along the project corridor from his experience serving as the Drainage QC Lead for the Pond Siting Report portion of the Wilson Boulevard Corridor Study. Selected Projects Drainage QC Lead. Wilson Boulevard Widening Corridor Study, Collier County. Collier County, FL. Jacobs conducted a study to evaluate potential roadway corridor improvements to widen Wilson Boulevard from Golden Gate Boulevard to Immokalee Road in northern Collier County. Specifically, the study evaluated widening Wilson Boulevard from a two-lane undivided facility to a four-lane divided roadway with curb and gutter. This study included the development of alternatives, a comparative evaluation of the social and environmental effects, and the overall cost of each option. The project also included the addition of sidewalks, a shared-use path, and bike lanes and bus stop enhancements. Danh served as Drainage QC Lead for the Pond Siting Report. Drainage Engineer. I-4/SR 408 Interim Interchange, Central Florida Expressway Authority. Orange County, FL. Danh designed the storm sewer pipe network system and prepared the Storm Water Pollution Prevention plan. The interchange improvements will widen I-4 and SR 408 from six to eight lanes and redesign the existing facility to a four-level interchange. This project represents a joint undertaking between the Orlando-Orange CFX and FDOT District 5. Drainage Engineer. I-75 Widening, FDOT District 5. Sumter County, FL. This project involved preparing final design and construction documents for widening I-75 from south of CR 470 to south of Florida’s Turnpike. The project scope was limited to developing 60% plans and supporting documents to a stage far enough to identify ROW requirements, prepare final ROW maps, and obtain environmental permits. This project also includes analysis of a single-point interchange at CR 470. Senior Drainage Engineer. SR 40 Improvements, FDOT District 5. Marion County, FL. This project included improvements to SR 40 at three locations. Location A was the I-75 Interchange, Location B was the SW 27th Avenue Intersection, and Location C was NW 52nd Avenue to East of I-75. Location A involves widening SR 40 to provide for two left-turn lanes onto the northbound and southbound I-75 on-ramps, including widening these ramps. Location B involves improvements to the intersection to provide dual left-turn lanes in all directions. Location C involves milling and resurfacing SR 40 and adding sidewalk and dedicated bike lanes on both sides. The scope of services for all three locations also involves signing and pavement marking, signalization, environmental permitting, geotechnical investigation, and design survey. Locations A and B also involved lighting and ROW mapping. Drainage Engineer. General Consultant, FDOT District 5. FL. Danh conducted a drainage plan review during this contract to assist FDOT with the final design review to implement the design/build/maintain contract for the 61-mile commuter rail transit project, SunRail project, which will run from DeLand to Poinciana in Central Florida. Danh reviewed final drainage design plans for the track corridor and all stations including all site civil design reviews for 12 commuter rail stations, including 6 with park-and-ride and similar facilities.Lead Drainage Engineer. SR 50 from Sumter/Lake County Line to CR 33, FDOT District 5. Lake County, FL. As Lead Drainage Engineer, Danh prepared drainage design for both primary and secondary systems and permitting for the SR 50 widening project. This project consisted of reconstruction of 4 miles of a two-lane major arterial roadway to a four-lane divided roadway. About half the project length is rural with a 65 mph design speed and the other half is urban with a 45 mph design speed. The project includes a roundabout at Tuscanooga Road, relocation of the CR 33 intersection, a shared use path, and an emergency access only signalized intersection. Lead Drainage Engineer. SR 408 and SR 417 Ultimate Interchange Improvements, Central Florida Expressway Authority. Orange County, FL. As Lead Drainage Engineer, Danh prepared drainage design of both primary and secondary systems for the SR 408 and SR 417 Interchange. The project included interchange movements to and from SR 417 south of the interchange and improvements to SR 417 extending south over Econlockhatchee Trail and Lake Underhill Road. The interchange includes five new ramp structures, two of which are high-level multiple-span curved structures using prestressed concrete U beams—one of the first of this beam type used in Florida. EDUCATION/ QUALIFICATIONS BSCE, Civil Engineering, University of Central Florida REGISTRATIONS/ CERTIFICATIONS Professional Engineer: Florida (License No. 68228) FDOT, LRE Certified FDOT, CES Certified YEARS OF EXPERIENCE 22 Page C-12APPENDIX B: RESUMES Page 3436 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Senior Drainage Engineer. SR 528 Widening, FDOT District 5. Brevard County, FL. This project included development of final design and preparation of construction documents, permits, and specifications for the five-mile SR 528 widening from east of SR 3 to Port Canaveral Interchange. As Senior Drainage Engineer, Danh prepared drainage design and specifications. This project will add one express lane in each direction separated by a four-foot buffer from the general use lanes and a 12-foot multi-use trail along the north side of SR 528. This project involves three interchanges at Banana River Drive, SR 401, and George King Boulevard and replacement of five twin bridges at Sykes Creek, Banana River Drive, Banana River Relief, Banana River, and SR 401. Drainage Engineer. SR 429 Wekiva Parkway Section 7A, FDOT District 5. Seminole, FL. Danh developed stormwater pond design, cross drain design, ditch design, and special gutter profiles to complete SR 429 Wekiva Parkway corridor and interchange. The design for this project includes design and preparation of final construction plans and permits for approximately 3.5 miles of an Urban Expressway (SR 429 Wekiva Parkway) with adjacent frontage roads, from east of River Oaks Circle to Orange Blvd (CR 431) in Seminole County. This project involves five roundabouts and seven bridges. Lead Drainage Engineer. Viera Interchange PD&E Study, FDOT District 5. Brevard County, FL. This was a PD&E study for Viera Boulevard, a two- and four-lane arterial from Power Line Road to US 1, including a four-lane overpass of I-95. Brevard County built the overpass in 2007 as the first phase of a new interchange with I-95. As part of the Viera DRI, FDOT recognized the potential for increased traffic congestion at the Fiske Boulevard interchange to the north and the Wickham Road interchange to the south, as well as on Fiske Boulevard. This led to a proportionate share agreement with FDOT in which The Viera Company (TVC) is committed to funding the PD&E Study, final design, and permitting and construction phases of the project. As a funding partner and primary landowner, TVC is a major project stakeholder, requiring an additional level of coordination. Services provided on this contract include preliminary engineering, constructability and MOT, cost estimates, traffic operations, interchange concepts, structural, drainage, floodplains, geotechnical, threatened and endangered species, wetlands, and public involvement. Drainage Designer. I-4 Ultimate Design, Section 4, FDOT District 5. Orange County, FL. Danh designed the storm sewer pipe network system for the final design of I-4 from south of Orange Blossom Trail to south of Ivanhoe Boulevard. This reconstruction project improves four miles of I-4 to six general use lanes and four HOV express lanes. The project also includes roadway improvements along two miles of SR 408. The project has major interchanges along I-4 at OBT, Kaley and Michigan, SR 408, and SR 50. SR 408 and I-4 is a complex four-level interchange with extensive ramp reconstruction. Senior Drainage Engineer. SR 869/Sawgrass Expressway (from N of Atlantic Blvd. to SR 7) Widening from 6 to 10 lanes, Reconstruct/Rehabilitate interchanges at Sample Rd., Coral Ridge Dr. & University Dr., FTE. Broward County, FL. This project includes roadway widening, modification of the stormwater management systems, signing, structures, ITS, and lighting. Danh is responsible for both primary and secondary drainage design, including Sample Road and University Drive.Page C-13APPENDIX B: RESUMES Page 3437 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Jeff Oestreich ROADWAY DESIGN (JACOBS) Jeff has extensive experience in the transportation industry, including significant experience managing multidisciplinary, multi-firm projects. He has served in a lead project delivery role with a primary focus on fully integrated 3D design models for large scale Design Build pursuits/design ranging from $200 million to $3 billion in construction costs. This role requires leading roadway design teams with an emphasis on roadway design and 3D modeling and extensive coordination with other project disciplines to ensure delivery and integration of 3D project requirements. BIM Manager/Digital Delivery, Brent Spence Bridge Corridor – Phase 3, Progressive Design-Build, Kentucky/Ohio. The Walsh/Kokosing Joint Venture Design-Build Team was selected to reconstruct and expand critical infrastructure as part of the Brent Spence Bridge Corridor Project (BSBC). The BSBC (Phase 3) will deliver approximately 6 miles of improved Interstates 71 and 75 through Kentucky and Ohio, including the addition of a new companion bridge reducing congestion, improving traffic flow and maintaining critical regional and national transportation corridors. Jacobs is a major partner on the AECOM-led design team. Jacobs' scope of work includes leading the design of the Ohio segment, encompassing the I-75, I-71 and US-50 interchange, which includes more than 40 bridges (1.4 million square feet of bridge deck). Jacobs will also serve as the independent companion bridge engineer, performing design checks of the new long-span river crossing. Overall, the Ohio segment consists of: •Reconstructing and widening I-75 within the projectarea •Replacing four city street overhead bridges over I-75•Reconstructing interchange ramps, includingremoving left-hand exits within the Ohio Interchange•Reconstructing portions Gest Street and a newNorthbound Street Grid system•Constructing a collector-distributor system – anetwork of roads to help traffic move more efficientlybetween the local roads and I-75•Design innovations that give back over 10 acres of green space to the City for futuredevelopment and provide a more connected design between the east and west sides ofthe City.The Brent Spence Bridge was originally built in 1963 and designed to support 80,000 daily vehicle-crossings across the Ohio River. Currently, the bridge carries double that traffic volume, creating significant safety concerns and travel delays. The BSBC will accommodate this increased demand and separate traffic patterns between local commuters and those taking longer trips across the interstate. Connecting Cincinnati, Ohio, and Covington, Kentucky, the updated corridor will serve the community and the region. BIM Manager/Digital Delivery, Pennsylvania Station Access, Metropolitan Transportation Authority, New York, NY. This includes the Early Action Leggett work as well as the East End of the corridor in the Morris Park and Co-op City areas, Bronx Interlocking and the expansion of the New Rochelle Yard. Erin works with the discipline leads and designers to ensure the design is coordinated and delivered per project requirements, on schedule and budget. Work includes mainline track improvements and associated civil, landscape, structural, communications, Overhead Catenary Systems (OCS), taction power and other miscellaneous elements. For the yard expansion, her oversight also includes facilities architecture, HVAC, electrical and yard signals. Jacobs serves as the Principal Design consultant to the Halmar and Railworks Joint Venture for the estimated $2.87B Penn Station Access Design for Design-Build. Penn Station Access will provide Metro-North customers with service into and out of Penn Station by diverting certain New Haven Line trains via Amtrak’s Hell Gate Line. All Metro-North trains currently terminate at Grand Central Terminal, so the new connection to Penn Station will add redundancy and resiliency to the network. The project includes four new ADA-accessible passenger rail stations in the East Bronx, bridge rehabilitations, over 19 miles of new and rehabilitated track work, the reconfiguration of Metro-North's New Rochelle Yard, new and reconfigured interlockings, and the modernization of signal, power and communication infrastructure. It will bring Amtrak's Hell Gate Line into a state of good repair and improve reliability and on-time performance for intercity passengers. Anticipated completion date of 2027. Automation Lead and Senior Designer, Vanderbilt Beach Road Extension, Collier County, FL. Project involved a 6-mile-long, six-lane-wide road extension running from Collier Boulevard to Desoto Boulevard. Work included roadway, maintenance of traffic, drainage, signalization, signing, and pavement marking. Jeff was automation lead and senior designer on the project. Drainage Resource Developer, FDOTConnect for Open Roads Designer: Workflows for Design & 3D Modeling, FDOT CADD Office, Tallahassee, FL. In coordination with the FDOT CADD Office and FDOT Drainage Technical Advisory Committee, developed custom application resources for FDOT EDUCATION/ QUALIFICATIONS Associate of Applied Science, Civil Engineering Technology REGISTRATIONS/ CERTIFICATIONS Bentley Premier Scholar Accreditation for OpenRoads Designer Florida Department of Transportation; Advanced Work Zone Traffic Control YEARS OF EXPERIENCE 30 Page C-14APPENDIX B: RESUMES Page 3438 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Connect Drainage in OpenRoads Designer on the Bentley MicroStation CADD platform, training materials and course curriculum. Created and validated hydraulic seed data and symbology settings for use by the FDOT drainage design community. Prepared concept drainage sheets for NexGen plans and publication in 2021 FDOT Design Manual. Provided several training sessions on new drainage workflows including the 2019 Bentley Florida Local Users Group (FLUG) Conference and 2020 FDOT Transportation Symposium. 3D Design Lead, Silver Line Regional Rail Design-Build, Dallas Area Rapid Transit, Dallas, TX. Led a team of designers and subconsultants to deliver the track alignment plans and 3D Model for the Design-Build contract. This project used Bentleys Connect products including OpensRoads Designer, SUDA and OpenBridge Modeler. He was responsible for management the 3D Model developed for entire project and adherence to schedule for over 80 distinct submittal packages including coordination with at least 8 sub-consultants and 6 different disciplines. Jacobs serves as the Principal Design consultant to the Archer Western Construction, LLC and Herzog Contracting Corp Design Build Joint Venture for the estimated $1.1B DART Cotton Belt Regional Rail Corridor Project. The 26-mile Cotton Belt Corridor extends between DFW Airport and Shiloh Road in Plano and connects to the DART Orange, Green, and Red lines, and TEXRail. The alignment traverses seven cities: Grapevine, Coppell, Dallas, Carrollton, Addison, Richardson and Plano and includes 10 stations. The Cotton Belt Project’s primary purpose is to provide passenger rail connections and service to improve mobility, accessibility and system linkages to major employment, population and activity centers in the northern part of the DART Service Area as well as support sustainable growth, local and regional land-use visions, and economic development. 3D Design Lead, SR 580/West Busch Boulevard Corridor Design, FDOT Hillsborough County, FL. Complete streets design for West Busch Boulevard (SR 580) from North Dale Mabry Highway to North Nebraska Avenue in Hillsborough County, 3.3 miles in length. Project will improve safety performance on the corridor by reducing design speed from 45 mph to 35 mph, reducing lane widths to 10 feet throughout the limits, and adding raised median throughout. Other safety focused activities included in the scope are construction of sidewalk to fill in gaps near Chamberlain High School, a crash study on Gunn Highway (west of Dale Mabry), a traffic device warrant study at North Rome Circle, and crosswalk enhancements at North Nebraska Avenue. 3D Designer, I-16 at I-95 Interchange Reconstruction and I-16 Widening from I-95 to I-516 Design-Build, Georgia DOT, Savannah, GA. Closely coordinating with design leads, builder, and GDOT on $260-million project. Reconstruction of I-95/I-16 interchange includes two new turbine ramps and collector distributor for two remaining cloverleaf ramps. Project also includes inside widening of I-16 from I-95 to I-516, I-16 bridge jackings at Dean Forest Road and Chatham Parkway, and new bridges at I-16/I-516 interchange. Responsibilities include coordinating and leading meetings between GDOT Representatives, Design Team, and Builder. Also responsible for QC of roadway plans, temporary traffic control plans, maintenance of traffic plans, public involvement displays, management plans, right of way plans, and signing plans. 3D Design Lead, SR 655/Recker Highway Construct A Bridge Spanning CSX RR Track in Polk County, FDOT District 1, FL. Grade separation project to replace the existing SR 655/Recker Highway and CSX at grade railroad crossing. Potential conflicts and crash potential will be eliminated with an overpass over the railroad for SR 655/Recker Highway and adjacent cross streets. The proposed bridge will span from CSX ROW line to CSX ROW line and will require CSX coordination and approval. Improvements to US 92 include reconstruction of the SR 655/Recker Highway/US 92 intersection with high polymer asphalt pavement, milling and resurfacing to the east to Kelly Lane, where a U-turn movement is to be installed to mitigate driveway closures along SR 655/Recker Highway, north of the CSX railroad crossing. Thornhill Road will be realigned to accommodate the grade separation along SR 655/Recker Highway.Lead Engineer. Oil Well Road Widening and Reconstruction, Collier County, FL. Jeff was the lead engineer for the widening and reconstruction of 3.2 miles of Oil Well Road. The project involved widening a two-lane rural section to a four-lane and-six lane urban section. The project included extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. The permitting included drainage and environmental impacts as well as wildlife crossings for endangered species such as the Florida Panther. Our team prepared a bridge design report and design and plans for one bridge replacement, one box culvert extension, and miscellaneous structures.Principal Roadway Designer, Widening Mainline (SR91) from North of Sawgrass Expressway to North of Glades Road, Florida Department of Transportation. Assisting the Florida Turnpike En-terprise with widening the turnpike Mainline (SR 91) from its existing six lanes to eight lanes from north of Sawgrass Expressway/SR 869 (MP 71.8) to north of Glades Road (MP 76.6), stabilizing the Lake Worth Drainage District E-2W canal bank to support the project’s widening needs and pro-viding roadway lighting, signing and pavement markings, and utility coordination. Principal De-signer, US 41 at Fruitville Road, Project Development and Environmental Study, Florida De-partment of Transportation. Provided project development and environmental services for inter-section improvements at US 41 and Fruitville Road in Sarasota, Florida. Serving as a hurricane evacuation and truck route, US 41 is the primary arterial through downtown Sarasota. The intersec-tion is critical to the mobility of the corridor in that Fruitville Road provides a direct connection to I-75. In concert with the City and the Metropolitan Planning Organization’s multimodal and com-plete streets vision for the US 41 corridor, one of the alternatives evaluated is a partial three-lane roundabout configuration, the first of its kind in the area.Senior Roadway Designer and Automation Lead, 1-4 Ultimate Design-Build, Florida Department of Transportation District 5, FL. Project involved design services for three segments of a highway extending from west of Kirkman Road in Orange County to east of SR 434 in Seminole County. 1-4 was reconstructed to accommodate three general use lanes in each direction, auxiliary lanes, and two managed lanes. Access to and from the managed lanes was provided using slip ramps located along the corridor, and direct-access managed lane–only ramps were provided at interchanges.3D Roadway Design Lead, Purple Line Public Private Partnership, Maryland Transit Administration, MD. This project involved a proposed 16-mile-long transit line to link the Red, Green, and Orange lines of the Washington Metro transportation system in the Maryland suburbs of Washington, D.C. The scope also included new and reconstructed roads with milling and resurfacing.Page C-15APPENDIX B: RESUMES Page 3439 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Brett Rakita, PE STRUCTURAL DESIGN (JACOBS) Brett has 25 years of work experience in the field of structures design with 23 years focusing on transportation structures, including performing structural analysis and design for steel and concrete bridges and buildings. He also has experience with shop drawing review, bridge inspection, and load rating for various bridge types. He has a broad experience of major design-build projects and post design services. Selected Projects Structural Lead/Engineer of Record, I-4 Ultimate Design-Build PPP, FDOT District 5, Orange/Seminole County, FL. Major Design-Build project (PPP) consisting of 21 miles of reconstruction extending from Kirkman Rd. to SR 434. Involves the widening of I-4 to the ultimate lane configuration of 8 general use lanes and 4 managed lanes as well as interchange improvements and replacement of overpass bridges throughout the corridor. Responsibilities include structural lead for twenty-four bridges in the Ivanhoe Area (From New Hampshire Street to Kennedy Boulevard) through very narrow right-of-way and complex design phasing. Bridges include a major curved steel plate girder 270-foot single span multi- road crossing as well as Engineer-of-Record for several bridges and miscellaneous structural components. Structural Lead/Engineering of Record, I-16 Widening and I-16/I-95 Interchange Improvements Design-Build, I-95, GDOT, Chatham County, GA. This major design-build project consists of replacing the current interchange with a partial turbine configuration to improve safety and widen I-16 to improve capacity 7 miles east to I-516. Responsibilities include design and lead of drawing production of two multi-span curved prestressed concrete beam ramp bridges along a tight radius, the 200-ft wide I-95 bridge over I-16 consisting of mainline traffic and collector-delivery access under phased construction to remove the existing interchange bridge and production of permanent wall plans. In addition, coordination with the contractor and client at a continuous basis Design Engineer, I-275 Segment 2A Bridges, FDOT District 7, Tampa, FL. This project involved widening a section of a major interstate highway through the City of Tampa. An understanding of the impacts of the proposed bridges on the existing land was required. Additionally, full design of the miscellaneous structures was required for both cantilever and span monotube signs. Responsibilities included design of miscellaneous structures and post-design services. Design Engineer, SR 44 Signalization, FDOT District 7, Citrus County, FL. This project required the design of mast arms at an intersection for a fire rescue facility. Responsibilities include design of structures and post-design services coordination. Design Engineer, Pinellas County ATMS Final Design, FDOT District 7, Clearwater, FL. This project included the use of cameras and an electronic message panel. The cameras were placed on high mast poles and mast arms, which required analysis. The message panel required design of a cantilevered sign. Responsibilities include design of structures and post-design services coordination. Engineer-of-Record, SR 559 over SR 400 (I-4) Design-Build (DB), FDOT District 1, Polk County, FL. Served as Engineer-of-Record for overpass, retaining walls, and CCTV pole foundation. The bridge over I-4 is 110 feet wide with dual directional vehicular and pedestrian traffic separated by a raised median and flared at the north end to accommodate site distance for traffic. The three-span arrangement of the bridge is to provide for an Ultimate I-4 multi-modal corridor containing a widening as well as future high-speed rail. To meet rail clearance, a removable fascia is in place at the center span for future use. A unique intrusion prevention wall with caged fencing aligns the sides of the bridge for safety and to prevent debris from falling on the I-4 multi-modal corridor. The bridge utilizes Florida-I Beams over each of the three spans with the maximum spans of 155 feet over the vehicular lanes of the multi-modal I-4 corridor and a shorter 67-foot span over the future high-speed rail. Design responsibilities included structural design of superstructure and substructure elements using Leap Software among various other programs including ones provided by FDOT and other created in Mathcad as well as generation of load rating documentation for the bridge. His other responsibilities included coordination with the contractor, other departments, and subconsultants as well as package together submittals and QC documentation. Design Engineer, SR 55/US 19 over Enterprise Road, FDOT District 7, Pinellas County, FL. Project involved the design and load rating of a horizontally curved box girder superstructure and other bridge components. Responsibilities included technical calculations for superstructure steel beam design, design of miscellaneous structures, and CADD of drawings. Structural Reviewer, I-4 and Lee Roy Selmon Crosstown Connector Interchange, FDOT District 7, Hillsborough County, FL. The interchange bridges for the concrete alternative include several high-level truck ramps. Span-by-span and balanced cantilever segmental construction methods are being utilized on this project. Responsibilities included quality control review of various geometry layouts for this complex interchange system. EDUCATION/ QUALIFICATIONS MCE, Civil Engineering, University of South Florida, 2001 BS, Civil Engineering, University of South Florida, REGISTRATIONS/ CERTIFICATIONS Professional Engineer: Florida (License No. 59474), Georgia (License No. 44063) YEARS OF EXPERIENCE 25 Page C-16APPENDIX B: RESUMES Page 3440 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Design Engineer, SR 50 (Colonial Drive) over SR 436 (Semoran Boulevard), FDOT District 5, Orange County, FL. This single point urban interchange (SPUI) crossing is a 117-foot-wide bridge with three lanes in each direction and an overall length of 516 feet. The proposed pier shape and location impacted the span arrangement. Other difficult issues encountered in the bridge design were constructability, fabrication, and erection. Elements of note in this bridge are post-tensioned pier caps, steel box-girder bridges, and dapped end/ledge connections. Responsibilities included full bridge design and load rating. His post-design responsibilities included coordination with the contractor and CEI, on-site inspections during construction, shop drawing review, and addressing RFI’s and RFM’s.. Design Engineer, SR 694 (Gandy Boulevard Bridges) from West of 9th Street to East of 4th Street, FDOT District 7, Pinellas County, FL. This project consists of four pairs of bridges. The bridges over 4th Street crosses a single point urban interchange (SPUI) and consists of a three-span continuous steel plate girder with a main span of 280 feet and prestressed concrete Florida-I beams at approach spans over Roosevelt Boulevard. The bridges over 9th Street (Martin Luther King Jr. Street) are considered a diamond interchange and consists of a three-span continuous steel plate girder crossing with simple-span approach spans over retention ponds. The 9th Street bridge's main span is 317 feet long with skewed, intermediate piers. The two remaining pairs of bridges are over 16th Street and a Frontage Road connector. Each of these contains a bridge skew and consists of Florida-I beams. Responsibilities included structural design and load rating of superstructure and design of substructure elements using Leap Software and MDX Analysis. Design Engineer, SR 93 (I-75) from North of SR 80 to South of SR 78, FDOT District 1, Lee County, FL. This project involved widening of eight bridges from four to eight lanes along I-75 including a 62-span bridge over the Caloosahatchee River that contains a three-span continuous steel structure over the channel crossing. Responsibilities included design and review of bridge calculations and load ratings of existing bridges and completed widening. Page C-17APPENDIX B: RESUMES Page 3441 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Ricky Ly, PE DRAINAGE (JACOBS) Ricky has over 15 years of experience in FDOT and local municipality drainage design and plans requirements, district policies and an in-depth knowledge of state and local design and environmental resource permitting criteria. His technical experience includes stormwater/drainage design and permitting, hydraulic and hydrologic modeling, bridge deck drainage, stormwater management, plans preparation, cost estimates and bid document preparation. Selected Projects Drainage Engineer, Golden Gate Boulevard (CR 876) from East of Wilson Blvd to 18th St, Collier County Public Works, FL. Responsible for drainage system design and permitting. The Golden Gate Boulevard (CR 876) Project in Collier County, Florida extends from just east of Wilson Boulevard east approximately 2.2 miles to 20th Street SE, widening Golden Gate Boulevard (CR 876) from an existing two-lane rural roadway to a four-lane urban arterial with curb and gutter, 4-foot-wide bike lanes and 6-foot-wide sidewalks along both sides of the roadway. The drainage conveyance system includes storm drain conveyance systems with roadside swales for anticipated offsite runoff due to development, accommodated in three wet detention ponds and permitted by the South Florida Water Management District. Drainage Engineer of Record, SR 580/Busch Blvd RRR, FDOT District 7, Tampa, FL. Resurface, restore, and rehabilitate and the pavement along SR 580 from just west of N. Armenia Avenue to just east of N. Florida Avenue, a length of approximately 1.3 miles. Tasks included review of existing drainage, recommendations of drainage improvements and replacements, plans preparation, video inspection, drainage investigation report, and hydroplaning analysis. Drainage Engineer of Record, SR 434 (Forest City Rd) from SR 424 (Edgewater Drive) to SR 414 (Maitland Blvd), FDOT District 5, Orange County, FL. Responsible for retention pond design, environmental resource permitting (SJRWMD), and drainage documentation, serving as Drainage Engineer of Record for project. Project details: widening of SR 434 from a four-lane divided rural facility to a six-lane divided suburban arterial with minor side street improvements. Drainage improvements include construction of two wet detention ponds and one dry retention pond for treatment and attenuation of stormwater runoff and drainage conveyance system consisting of storm drain systems with shallow roadside swales. Lead Drainage Engineer, SR 600 (US 17-92) John Young Parkway and Pleasant Hill Rd Intersection Interim Improvement Study, FDOT District 5, Osceola County, FL. The purpose of this project is to develop and evaluate a partial quadrant intersection for the southeast quadrant of the intersection of SR 600 (US 17-92) – John Young Parkway (JYP) and Pleasant Hill Road in Osceola County, Florida. The evaluation of this intersection alternative will include summarizing and comparing intersection alternatives that have been evaluated during previous studies. The quadrant concept is being evaluated as a potential interim improvement alternative for use as part of the current design of SR 600 from Pleasant Hill Road to Portage Street (FPID 418403-3). Responsibilities included Pond Siting Report, including analysis for base clearance, stormwater treatment ponds, and documentation for environmental resource permit through SFWMD. Drainage Engineer, SR 50 from Sumter/Lake County Line to CR 33, FDOT District 5, Lake County, FL. The purpose of this project is to increase capacity and improve safety performance on the segment of SR 50 from 0.400 miles east of the Sumter/Lake County Line to CR 33. This project is part of a greater effort to address existing and future congestion and delay, improve safety and traffic flow, and allow the SR 50 corridor to operate at an improved level of service for all users. This project supports improvement to one of the few east-west corridors connecting Hernando County to the Orlando Metro area for both regional freight and passenger vehicle traffic. The project would also enhance the emergency evacuation capacity along SR 50 and contains both rural and urban (curb and gutter) sections. Existing drainage system is reconstructed or modified to accommodate the increase in impervious area due to the widening to four lanes. Analysis included base clearance, design of cross drains, major conveyance ditches, stormwater treatment ponds and swales and outfalls and documentation for environmental resource permit through SJRWMD. Project includes ten (10) stormwater management ponds in both open and closed basins, five (5) floodplain compensation ponds and eight (8) cross drains. Drainage Engineer, SR 527 (Orange Avenue) From SR 482/Sand Lake Rd to Prince Street Drainage Improvements Study, FDOT District 5, Orange County, FL. The Department has commissioned the SR 527/Orange Avenue Drainage Improvements Study to examine three alternatives and recommend improvements to upgrade the existing stormwater infrastructure network and alleviate flooding along SR 527/Orange Avenue. This study recommends locations and sizes of lateral pipes to implement as a part of the current SR 527/Orange Avenue RRR project, with storm drain pipe crossings ultimately sized with capacity for future long-term storm drainage improvements. This drainage pipe system evaluation is expected to provide cost savings by avoiding future roadway cutting after the RRR project is complete. Analysis included hydraulic and hydrologic modeling through ICPR and Microstation GeoPak Drainage. EDUCATION/ QUALIFICATIONS ME, Environmental Engineering BS, Civil Engineering REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (#75622) Qualified Stormwater Inspector: Florida #513, YEARS OF EXPERIENCE 15 Page C-18APPENDIX B: RESUMES Page 3442 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Lead Drainage Engineer, SunTrax Infield Planning and Design, Florida’s Turnpike Enterprise, Orlando, FL. The project is to develop a world-class testing facility as a designated US DOT proving ground for AV/CV testing. Tasks included: serving as Drainage Engineer of Record (EOR) for stormwater treatment facility design to meet SWFWMD environmental resource permitting (ERP) design criteria for stormwater treatment and attenuation, plans preparation of pond and drainage structure details, base clearance, and hydrologic modeling in ICPR, secondary drainage design and plans preparation for construction. Lead Drainage Engineer, Florida Turnpike Mainline (SR-91) 10-Lane Widening (From North of Atlantic Ave to North of Boynton Beach Blvd), Florida’s Turnpike Enterprise, Orlando, FL. The project is to widen from 6-lanes to 10-lanes from North of Atlantic Ave to North of Boynton Blvd (4.9 miles), with a typical section that maintains the function of existing Lake Worth Drainage District (LWDD) E-2E canal and avoiding a relocation of a major gas transmission lines by using a bulkhead wall to stabilize the east bank of the E-2W canal. The project included bridge hydraulics analysis and reports for proposed bridge crossing over the E-2E canal bridge (no. 930429) to be widened to match the existing cross slope while maintaining the existing low member elevation and existing L-30 canal bridge (No. 931009) to be removed and replaced with a widened bridge that is a single cast-in-place flat slab bridge. Shoulder spread and bridge deck drainage calculations were analyzed for design feasibility. Tasks included: serving as Drainage Engineer of Record (EOR) for stormwater treatment facility design to meet SFWMD permitting design criteria for stormwater treatment and attenuation, plans preparation of swale and drainage structure details, base clearance, and hydrologic modeling in ICPR, and bridge hydraulics report. The project is permitted through SFWMD and LWDD. Lead Drainage Engineer, Colonial Parkway PD&E Study, FDOT and Florida’s Turnpike Enterprise, Orlando, FL. Develop and evaluate alternatives for improvements to East Colonial Drive (State Road 50), including widening existing SR 50 up to six-lanes for local trips and adding four tolled lanes within the SR 50 R/W to accommodate through trips and aid in emergency evacuation. Tasks included: serving as Drainage Engineer of Record (EOR) for Pond Siting Report and Location Hydraulics Report, ensuring drainage design and calculations meet permitting design criteria, which includes Econlockhatchee River Hydrologic Basin Special Criteria, bridge deck drainage/permitting, regulatory floodways and floodplain compensation, and coordinating with stakeholders (including SJRWMD) for a regional stormwater management approach. Deputy Drainage Lead, SR 414 Expressway Extension PD&E Study, US 441 to SR 434, Central Florida Expressway Authority (CFX), Orlando, FL. Preliminary alternatives evaluation and analysis for a proposed grade-separated expressway extension of the tolled SR 414 (John Land Apopka Expressway) along SR 414 (Maitland Boulevard) from US 441 to SR 434 to provide system linkage between the eastern terminus of the SR 414 Expressway and I-4. Tasks include serving as deputy drainage lead for project’s Pond Siting Report and Location Hydraulics Report, including floodplain compensation and stormwater management, ensuring drainage design and calculations meet permitting design criteria for this study. In-House Project Manager, Seminole County Public Works, Seminole County, FL. Consultant project manager for over 12 Capital Improvements Projects for Seminole County Public Works Engineering division with projects ranging from roadway widening to sidewalk and environmental permitting (SJRWMD). Responsible for making sure project delivery were on schedule and on task per scope. Coordination with multiple stakeholders including FDOT, utilities, other county departments, consultants, and the public at large. Project Engineer/ Drainage, Osceola Parkway Extension Feasibility Study, Central Florida Expressway Authority (CFX), Orlando, FL. Develop and evaluate feasibility for alternatives for the Osceola Parkway Extension, a 9-mile corridor extending Oscecola Parkway to the proposed Northeast Connector Expressway. This project’s purpose is to promote regional system linkage and network connectivity to existing SR 417 and SR 528 in east Orange County, and future connectivity to Florida’s Turnpike and US 192 as part of the planned future growth in Orange County’s Innovation Way Overlay and Osceola County’s Narcoossee Community and Northeast District planning areas. Tasks include serving as drainage engineer for pond sizing and siting calculations for floodplain compensation and stormwater management, ensuring drainage design and calculations meet permitting design criteria for this study. Drainage Engineer, CR 15 (Monroe Road) Roadway Improvements from SR 46 to US 17-92 - Pond 4 Modification, Seminole County Public Works - Engineering Division, Seminole County, FL. Permit modification for CR 15 Roadway Improvements through St. Johns Water Management District (SJRWMD). Analyses included data collection, existing conditions review, pollution abatement volume calculations, permit modification with SJRWMD. Project Engineer - Drainage, SR 417 from Curry Ford Rd to Lake Underhill Rd, Orlando-Orange County Expressway Authority, Orange County, FL. Responsible for drainage design updates, calculations, and drainage documentation using ICPR, ASAD, and Microstation CAD. Project details: widening of SR 417 from a four-lane divided freeway to a six-lane divided freeway with widening occurring within the existing median. The existing stormwater management ponds and swales were modified to accommodate this widening and any future fully paved median. Page C-19APPENDIX B: RESUMES Page 3443 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Rick Gorsira PERMITTING/ENVIRONMENTALRick is experienced in ecological assessments, stormwater, surface water, groundwater, wetland delineation, sediment sampling design, and wildlife assessments. He specializes in monitoring wellfield withdrawal impacts on wetland hydrology and other water supply projects. Rick has extensive experience in aerial photointerpretation, hydroperiod assessments, water supply and reuse water recharge applications, and Environmental Resource Program (ERP) permitting of water supply projects throughout Florida. Rick has successfully delivered several projects for Collier County, including the Pine Ridge Road Improvements project and Vanderbilt Beach Road Extension project. Selected Projects Lead Scientist. Vanderbilt Beach Road Extension, Collier County. Collier County, FL. This project involved permitting and design of a new road from Collier Boulevard (CR 951) to 16th Street NE in Collier County, Florida, including expansion of an existing two-lane road. The proposed right-of-way width was 200 feet for a total length of seven miles. Proposed canal improvements included the relocation of Cypress Canal at two locations and two new bridges over Cypress Canal and one bridge over Curry Canal, Corkscrew Canal, and Orange Tree Canal each for the proposed roadway. As Lead Scientist, Rick coordinated the acquisition of wetland mitigation credits from existing wetland banks and panther habitat units to offset impacts to habitats. Task Manager. Pine Ridge Road Improvements, Collier County. Collier County, FL. Rick served as Task Manager on the permitting of Pine Ridge Road (CR 896), an existing four-lane, divided roadway in Collier County. Collier County contracted our team for design services to improve this section of roadway, from Airport Pulling Road to Logan Boulevard, from a four-lane, rural roadway to a six-lane divided urban section. As Task Manager, Rick was responsible for wetland assessments, endangered and threatened species surveys, and permitting for this roadway. He submitted permit applications for the proposed widening including a Management and Storage of Surface Waters (MSSW) stormwater management permit, wetland resource permit, FDOT permit, Collier County well drilling and vegetative removal permit, and SFWMD Big Cypress Basin Board ROW Use Permit. Rick submitted permit applications upon the completion of 65% design drawings. Rick worked closely with the engineering team by reducing impacts to wetlands so no mitigation would be required for the roadway construction. Project Scientist. Freedom Park Stormwater Storage, City of Naples. Collier County, FL. Rick served as Project Scientist for the offline stormwater storage for the Freedom Park in Collier County. He conducted wetland delineation of freshwater forested wetland and listed species survey and prepared an onsite wetland mitigation design and plan. He submitted an ERP application and coordinated with SFWMD, USACE, and FWC for ERP review. The ERP application included the park development including educational facility, wetland enhancement, and treatment wetlands. He conducted gopher tortoise surveys and coordinated with FWC for an incidental take permit for 16 gopher tortoise burrows. Project Scientist/Quality Control Analyst. Ave Maria Reclaimed Water System Wetland Storage Project, Collier County. Collier County, FL. The team conducted routine monitoring of the water quality, vegetation, soils, fish, invertebrate, wildlife, and surface and groundwater water levels of hydrologically impacted cypress and marsh wetlands near Immokalee. Rick’s responsibilities included field platform maintenance, well sampling, logistics planning, water quality sampling and quality control review, vegetation and wildlife data collection, office data base input and quality control review, analysis, and report preparation. Ecologist. Paradise Run 50-mgd Aquifer Storage and Recovery (ASR) Technology Demonstration Project, South Florida Water Management District (SFWMD). FL. Jacobs supervised ecological field site reconnaissance to support planning and conceptual design of the Paradise Run ASR Demonstration System, which is proposed as a 10-well, 50-mgd surface water storage facility on the Kissimmee River/C-38 just downstream of S-65E. Information was needed to assess potential ecological impacts on wetlands associated with the proposed constructed wetland system to serve as an initial pretreatment prior to water storage in the upper and middle Floridan aquifer in stacked ASR wells. Rick participated in field surveys to confirm the presence of threatened and endangered wildlife species within the project site footprint. Project Scientist/Quality Control Analyst. Wellfield, City of Fort Myers. Fort Myers, FL. Jacobs conducted a study for the City’s wellfield to assess operational effects of the shallow wells on the surrounding wetland communities and hydrology. This wellfield was augmented with surface water from the Caloosahatchee River, which was pumped to infiltration galleries within the wellfield. The wellfield operation has since been modified to deeper artesian and Floridan aquifer sources to accommodate the growing demand on the water supply. Monitoring demonstrated that EDUCATION/ QUALIFICATIONS BS, Zoology, University of Florida REGISTRATIONS/ CERTIFICATIONS Wetland Delineator (provisional): US Army Corps of Engineers, Jacksonville District, Florida YEARS OF EXPERIENCE 41 Page C-20APPENDIX B: RESUMES Page 3444 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 augmentation of the wellfield has limited the extent of hydrological impact and has resulted in positive impacts on the forested wetlands within the wellfield. Project Manager. Water Use Permit Monitoring, Bonita Springs Utilities. Bonita Springs, FL. Rick managed the monitoring of a wetland habitat to assess the impact of water withdrawals of two wellfields as part of a Consumptive Use Permit. Rick led biannual assessments of vegetation and hydrologic response to operation of the wells located in the Tamiami aquifer. Uniform Mitigation Assessment Method assessments were performed on a biannual basis to determine effects of wellfield operation during the dry and wet seasons. The team successfully negotiated with the SFWMD to reduce monitoring requirements, resulting in significant cost savings to the client. Senior Scientist/Ecologist. Compliance Monitoring Program, Tampa Bay Water Bill Young Regional Water Supply Reservoir. Hillsborough County, FL. Rick served as a senior scientist and ecologist supporting a semiannual habitat monitoring program for the construction of the Tampa Bay Regional Reservoir. A total of 12 transects were established within floodplain wetlands of adjacent creeks to assess baseline conditions. Based on the current monitoring data, operational effects from the reservoir were determined during system operation. The monitoring stations were established with the goal of assessing the potential hydrological effects on the nearby vegetation communities and downstream habitats. Project Manager. Stormwater Canal Sediment Removal, Pinellas County. Pinellas County, FL. Rick managed permitting services for the removal of accumulated sediment in the stormwater outfall canals at 16 locations within the County. He managed ecological studies of the stormwater canals to assess impacts to wetlands, listed species, and water quality, especially receiving waters to assess impacts from proposed sediment removal. Under his leadership, the team developed innovative strategies for permitting which resulted in channel geometry improvements and slope stabilization to reduce sediment load and reduce future maintenance within these stormwater canals in Pinellas County. Lead Scientist. Northwest Five Watershed Management Plan Update, Hillsborough County. Hillsborough County, FL. Rick worked with the team to conduct field investigations for devising best management practices (BMPs) for Northwest Five Watersheds, which included Rocky Brushy, Sweetwater/Lower Sweetwater, Double Branch, and Brooker Creek. Conducted assessments post-dummer floods to respond to citizen concerns and investigate potential impediments to stormwater conveyance. As a result of these investigations, Hillsborough County requested development of a comprehensive sediment management plan. Lead Scientist. Crews Lake Natural Systems Restoration, Pasco County. Pasco County, FL. The team prepared a plan of study for the Crews Lake Natural Systems Restoration project, which will use hydrologically-altered wetlands in Crews Lake to receive Pasco County reclaimed water for storage of wet-weather flow, as allowed under the Wetlands Application Rule, Ch. 62 611, FAC. Baseline monitoring requirements will involve water and sediment quality, biological community composition, and hydrologic characterization for one year as required in the rule. Project Manager. McKay Creek Sediment Analysis and Nutrient Reduction Credit, Pinellas County, FL. Rick managed a sediment assessment within McKay Creek to evaluate the potential to receive reduction credits towards the total maximum daily load (TMDL) based on the sediment nitrogen load to the estuarine segment of the creek and characterized sediments to determine disposal options and provide information to contractors for sediment removal with equipment. Project Manager. Kissimmee Lakes Littoral Zone, SFWMD. Osceola County, FL. Rick managed a littoral zone study of the four Kissimmee River headwater lakes (Cypress, Hatchineha, Kissimmee, and Tiger). The study was designed to document littoral zone vegetative community conditions as a baseline for future monitoring of ecological response to the proposed implementation of the Headwaters Revitalization Water Regulation schedule. Species level vegetation cover of the littoral zone and FLUCCS cover of the upland transects were recorded on a PC tablet with a database application. Airboat access and use of innovative field data documentation technologies were an essential element of this project. The team analyzed transect Page C-21APPENDIX B: RESUMES Page 3445 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Mike Dickey, PE UTILITIES (JOHNSON ENGINEERING) Mike brings extensive experience delivering utility projects and currently serves as Director of Johnson Engineering’s utilities market group. His project experience includes master planning, hydraulic modeling, and designing water distribution systems, wastewater collection systems, irrigation systems, and pumping facilities. Mike’s experience also includes working for a local utility contractor, which gave him a unique perspective of how the utilities he designs today come together in the field. With both utility design and construction experience, Mike has a comprehensive understanding of the entire utility development process from planning through design, permitting, and construction. He knows how to develop a design that works both in theory and in practice. Selected Projects Project Manager. Northeast Service Area Wastewater Treatment Plant (WWTP), IQ and Potable Booster Pump Stations, Collier County. Collier County, FL. Johnson Engineering is a member of a design-build team that is constructing an interim wastewater treatment plant, potable water pumping and storage facilities, irrigation water facilities, and pipeline infrastructure for Collier County. The interim WWTP will have a capacity of 1.5 MGD and will serve Collier County’s Northeast Service Area. Mike managed surveying, site development plans, pipeline design, electrical design, development of a groundwater monitoring plan, and permitting assistance. The project is expected to be completed in 2021 at a cost of approximately $75 million. Project Manager. 91st and 92nd Street Water Main Replacement, Collier County. Collier County, FL. Mike managed design of the replacement of approximately 10,000 linear feet of 12-inch and 8-inch water main in Collier County along 91st and 92nd street located within the Naples Park area. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Mike managed survey, design, permitting, and bidding services. Project Manager. Vanderbilt Cul-de-Sacs Water Main Replacement, Collier County. Collier County, FL. Mike served as Project Manager for the replacement design of approximately 16,000 linear feet of 8-inch and 4-inch water main in Collier County along Vanderbilt Drive and finger streets between Vanderbilt Beach Road and Immokalee Road. Key design elements included identifying an alignment within congested rights of way that would accomplish project goals while minimizing impacts to the existing residents and allow the existing asbestos cement water main to remain in service during construction. Design also included provisions to remove the entire AC water main once the new system was in service. Mike managed the survey, design, permitting and bidding services. Project Manager. Field Data Collection, Collier County. Collier County, FL. Mike is managing ongoing services for Collier County to determine wastewater system pressure and flow conditions. Work includes installing pressure transducers at various locations on the force main system to record pressure and installing low pressure data collectors in lift station wet wells to monitor water levels over an extended period of time. Using known geometry of wet well and supervisory control and data acquisition information provided by Collier County, flow rates can be determined along with corresponding pressures. This is similar to performing multiple pumps downs over an extended period of time and allows for a higher level of confidence in comparison to a single pump down performed one moment in time. This information can be used to determine force main connection head, force main system and lift station deficiencies and potential for infiltration and inflow in the wastewater collection system. Project Manager. Heritage Bay Master Pump Station, Collier County. Collier County, FL. The County tasks Jacobs with various Developer Responsibility projects throughout the County Mike managed design of a Master Pumps Station capable of conveying a peak flow of approximately 2,700 gpm from the Heritage Bay development and serving as a re-pump for various stations along the CR 951 corridor in Collier County. Project Manager. South Conveyance 30” Water Main, Lee County. Lee County, FL. Mike managed the design and permitting of 13,000 linear feet of pipeline. This project required FDOT permitting to cross I-75. Mike managed preparation of multiple design alternatives including directional drilling before deciding on a jack and bore crossing for I-75. EDUCATION/ QUALIFICATIONS BS Civil Engineering REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL (#60057) YEARS OF EXPERIENCE 27 Page C-22APPENDIX B: RESUMES Page 3446 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Tom Ross, PE TRAFFIC (JACOBS) With 31years of experience in transportation planning, traffic operations, and design for roadway projects throughout Florida, Tom has extensive experience in providing quality review for roadway signing and pavement marking, signals, ITS, and lighting projects. He brings expertise in designing clear and concise signage plans and creative solutions that improve circulation and minimize conflict. Tom brings a combination of comprehensive expertise in traffic engineering with localized knowledge he has gained supporting our Naples staff on many roadway/bridge design projects over the last 20 years. Tom’s technical experience makes him a flexible asset to this contract, capable of providing a broad range of traffic-related services. Selected Projects Traffic Engineer, Oil Well Road, Collier County Transportation Department, Collier County, FL. Responsible for traffic signal design, ITS design, and signing and pavement marking design for the widening and reconstruction of 11.1 miles of Oil Well Road from Immokalee Road to east of Camp Keais Road in eastern Collier County. The project scope included widening a two-lane rural to a four-lane and six-lane urban section. The project included extensive public involvement due to impacts to environmentally sensitive areas as well as heavily developed sections of the corridor. Corridor Modeling Coordination and Traffic Support, Port Manatee Connector PD&E Study, FDOT District One, Manatee and Hillsborough Counties, FL. Responsibilities include interfacing traffic modeling and analyses into study-level decisions for this PD&E study to develop and evaluate viable corridor alternatives to improve goods movement and traffic flow between I-75 and Port Manatee. The initial level of documentation is an Environmental Impact Statement (EIS). The corridor analysis is included the evaluation of numerous environmental constraints including wetlands, floodplains, cultural resources, threatened and endangered species, hazardous waste sites, and public lands as well as public outreach and agency coordination. Consensus building efforts with the Manatee County Port Authority, agency stakeholders, and project stakeholders including environmental special interest groups, major developers and approximately 2,000 property owners continue as the viable alternatives are documented. Project Manager, District Wide Systems Planning Consultant, FDOT District One, FL. Managed three cycles of this District Wide Systems project. Provided all management reviews. Tasks include updating transportation forecasting model validations for DeSoto County, Hardee County and Glades County, review of transportation impact studies for growth management in rural counties and other various assignments as an extension of the District’s staff. Upcoming tasks will include developing the future year transportation plan updates for the year 2035 for DeSoto, Hardee, Glades and Okeechobee Counties. Project Manager, General Transportation Planning Consultant, FDOT District One, FL. Managed two cycles of this contract. The contract included a wide range of services including project traffic reports, FSUTMS modeling, a transportation systems management study for a Strategic Intermodal System (SIS) connector facility, development of a systems interchange modification report, and project report reviews. Traffic Engineer/Advisor, West Busch Boulevard (SR 580) Corridor Study, FDOT District Seven, Tampa, FL. Complete streets study for West Busch Boulevard, a major east-west arterial serving Busch Gardens in Tampa, Florida. First in Florida to utilize the newly adopted FDOT Context Classifications, which considers the adjacent existing and future land use in roadway design. Corridor Transportation Planner/Traffic Engineer, Wekiva Parkway/SR 46 Realignment PD&E Study, CFX, Orange Lake, and Seminole Counties, FL. Project involves a corridor analysis of a 26-mile limited-access toll facility (four lanes, expandable to six lanes) on new alignment that will complete the Western Beltway around the metropolitan Orlando area. Responsibilities include corridor-wide concept design input based on traffic operations and coordinating production of an Interchange Modification Report (IMR) for modified I-4/Wekiva Parkway system-system interchange. Traffic Engineer, Colonial Parkway PD&E Study, FDOT and Florida’s Turnpike Enterprise, Orlando, FL. Jacobs is working with the FDOT and FTE to develop and evaluate alternatives for improvements to East Colonial Drive (State Road 50), a major east-west arterial serving central Florida, heavily impacted by population growth and tourism. Traffic/Signing and Pavement Marking/ ITS/ Lighting QA/QC, HEFT Ramp Intersection at NW 12th Street Modifications, FTE, Miami-Dade County, FL. Provided QA/QC for the traffic analysis, signing and pavement marking, signalization, ITS, and lighting elements for this project that included the design of an additional right-turn lane on the southbound off-ramp at the HEFT/12th Street Interchange, upgrade of the existing signalized intersection at NW 12th Street including ADA compliance for pedestrian features, and lighting analysis to accommodate proposed changes. EDUCATION/ QUALIFICATIONS BS, Civil Engineering REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL #48205 YEARS OF EXPERIENCE 31 Page C-23APPENDIX B: RESUMES Page 3447 of 9661 Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Traffic Engineer, PD&E Widen SR 528 from SR 520 to Industry Road, FTE, Orange and Brevard Counties, FL. Study to evaluate the proposed Beachline widening to eight lanes from SR 520 to SR 524 (Industry Road). The PD&E Study includes overlapping design (milling, resurfacing. and sign structure replacement) for critical roadway segments, feasibility evaluation of a potential service plaza, multimodal accommodations for rail/transit facilities, ITS master planning, and extensive environmental resources within the study area. Subsequent task includes post-design for milling and resurfacing. ITS Plans QC/Engineer of Record, Turnpike Widening from Osceola Parkway to SR 528, FTE, Osceola and Orange County, FL. ITS Plans QC for replacement of SR 91 over CSX RR and Central Florida Parkway. Engineer of record for Wetherbee Pier Protection and quality control for Orange Avenue Bridges over SR 91 and Taft-Vineland Bridges over SR 91. Structural efforts included concept selections, final designs and services during construction. Traffic Engineering Lead, I-4/SR 408 Program Management, CFX, Orlando, FL. A $2.3B I-4 Ultimate Public Private Partnership (P3) project including SR 408 Interchange. The project is constructing an interchange between I-4 and SR 408 to provide direct access between the two roadways in downtown Orlando. This effort includes design engineering review, technical specifications review, change order review, project cost estimate development, ITS devices shop drawings review to ensure compliance with approved project design criteria, Contractor Requests for Information (RFI) review and overall project coordination on behalf of CFX. Project Manager and Signing and Pavement Marking Lead, International Parkway/SR 417 Interchange PD&E Study and Final Design, FDOT District 5, Seminole County, FL. As a subconsultant, led Jacobs’ efforts for the PD&E Study and final design to add ramps from the existing SR 417/I-4 interchange to International Parkway Boulevard in Seminole County. We provided public involvement, natural environment evaluations, and traffic review for the PD&E. In addition to reviewing the traffic report, Tom used the Turnpike forecast data to demonstrate to FHWA the ramp operations and the effect on I-4. Upon federal approval, we were awarded a design option. For the final design, Tom completed design and plans production for signal design, developed complex advance signing plan, pavement markings, and lighting design. Page C-24APPENDIX B: RESUMES Page 3448 of 9661 Design Services for Everglades Blvd Widening from Oil Well Rd to Vanderbilt Beach Rd Ext | RPS No. 24-8313 Ken Wooten, PE ROADWAY DESIGN (JACOBS) Ken has 24 years of roadway design and project management experience on multidisciplinary design projects and PD&E studies. He specializes in roadway design and planning for highway facilities, including interstate highways, interchanges, freeways, intersections, and urban and rural arterial roads. Ken brings comprehensive experience on transportation projects throughout Florida for FDOT and other clients, including Collier County. He led the roadway design for Collier County’s Oil Well Road project. Ken’s previous experience with Collier County and specific expertise in FDOT plan production requirements, including quantities, specifications, and electronic delivery, will add tremendous value to his role leading QA/QC for this project. Selected Projects Quality Manager, Carillon Intersection Improvements, City of St. Petersburg, FL. The project involved the development of proposed intersection alternatives at two intersections in St. Petersburg. The preferred alternatives included a roundabout at the intersection of Carillon Parkway with Tower Place and Echelon City Center and a signalized intersection at the intersection of Fountain Parkway with Echelon City Center and Baycreek Lane. In Phase 2, the team prepared design for the preferred alternatives. Roundabout design analyses included fastest path and design vehicle simulation. Quality Manager. SR 655/Recker Highway Construct a Bridge Spanning CSX RR Track in Polk County, FDOT District 1, FL. Ken was Quality Manager for a grade separation project to replace the existing CSX at-grade railroad crossing at SR 655/Recker Highway. Potential conflicts and crash potential will be eliminated with an overpass over the railroad for SR 655/Recker Highway and adjacent cross-streets. The proposed bridge will span from CSX ROW line to CSX ROW line and requires CSX coordination and approval. Improvements to US 92 include reconstruction of the SR 655/Recker Highway/US 92 intersection with high polymer asphalt pavement and milling and resurfacing to the east to Kelly Lane, where a U-turn movement is to be installed to mitigate driveway closures along SR 655/ Recker Highway, north of the CSX railroad crossing. Thornhill Road will be realigned to accommodate the grade separation along SR 655/Recker Highway. Quality Manager, SR 580/West Busch Boulevard Corridor Study, FDOT District 7, Hillsborough County, FL. This was a corridor study for West Busch Boulevard (SR 580) from North Dale Mabry Highway to North Nebraska Avenue in Hillsborough County. The outcome of the study will be a Corridor Alternatives and Strategies Report outlining the vision for short-term and long-term improvements within the corridor to meet the mobility and connectivity needs of all users, regardless of their transportation mode of choice. Ken reviewed all documents for conformance with the project Quality Management Plan. Quality Manager, SR 580/West Busch Boulevard Resurfacing, Restoration, and Rehabilitation (RRR), FDOT District 7, Tampa, FL. Jacobs is providing RRR design services for 1.3 miles of SR West Busch Boulevard (SR 580) from east of Armenia Avenue to west of Florida Avenue. Ken serves as Quality Manager and reviews all documents for conformance with the project Quality Management Plan. QC Reviewer, Beachline East (SR 528) Expressway PD&E Study, Florida’s Turnpike Enterprise. Orange and Brevard Counties, FL. This PD&E Study evaluated the proposed Beachline widening to eight lanes from SR 520 to SR 524 (Industry Road). The PD&E Study includes overlapping design (milling and resurfacing) for critical roadway segments, feasibility evaluation of a potential service plaza, multimodal accommodations for rail and transit facilities, and extensive environmental resources within the study area. As QC Reviewer, Ken was responsible for reviewing the engineering documents and concept plans Technical Resource/Roadway/MOT, Wekiva Parkway Corridor Consultant, Central Florida Expressway Authority (CFX) and FDOT District 5, Orange, Lake, and Seminole Counties, FL. This was a design project for a new 25-mile section of the Wekiva Parkway for CFX and FDOT. Jacobs managed six design teams in the delivery of five roadway and three toll facility projects with a constructed value of $550M and provided comprehensive reviews of all necessary design submittals for CFX. Jacobs provided contractual support services for negotiations and contract administration, ensuring all contracts were audit compliant for CFX, and helped CFX with the Transportation Infrastructure Finance and Innovation Act (TIFIA) loan application process through the Federal Highway Administration through final loan approval. We coordinated with the public involvement consultant and the CFX public involvement officer. Jacobs also provided technical reviews and environmental compliance for the design of the FDOT’s nine design sections required as part of the Wekiva Parkway corridor. Ken provided technical reviews on roadway and MOT plans. EDUCATION/ QUALIFICATIONS BS, Environmental Engineering REGISTRATIONS/ CERTIFICATIONS Professional Engineer: FL #58817 YEARS OF EXPERIENCE 26 Page C-25APPENDIX B: RESUMES Page 3449 of 9661 Design Services for Everglades Blvd Widening from Oil Well Rd to Vanderbilt Beach Rd Ext | RPS No. 24-8313 Project Manager, US 41/SR 45/Broad Street Improvements, FDOT District , Hernando County, FL. This project involved the milling and resurfacing of the asphalt pavement and correcting cross slope to meet current design criteria for 4.76 miles of roadway. The existing typical section is a two-lane rural section with deficient cross slope and vertical curves. Project also includes correcting super-elevation rate and super-elevation transitions, developing two separate pavement designs to account for varying cracking and rutting depths, replacing existing cracked concrete ditch pavement, designing signing and pavement marking upgrades to improve the safety at the intersection of US 41 and CR 481/Snow Memorial Highway, and processing design variations for deficient design features. Project Manager, Harney Road and Williams Road Intersection Improvements Design, Miscellaneous Professional Engineering Services General/Civil Contract, Hillsborough County, FL. Ken managed a wide range of engineering services for this intersection safety improvements design project. The primary improvements included new traffic signals with the incorporation of pedestrian facilities and bicycle lanes within the project limits. Ken managed the project involved design for the relocation of two Hillsborough County force mains and coordination with multiple private utilities. Project Manager, Himes Avenue and Kirby Street Intersection Improvements Design, Miscellaneous Professional Engineering Services General/Civil Contract, Hillsborough County, FL. This project included milling and resurfacing of existing pavement, widening for the turn lane, adding paved shoulders, adding sidewalks, drainage improvements, permitting, utility coordination, and surveying and mapping. Ken managed this design project, which added a southbound left turn lane on a two-lane rural facility. Page C-26APPENDIX B: RESUMES Page 3450 of 9661 Design Services for Everglades Blvd Widening from Oil Well Rd to Vanderbilt Beach Rd Ext | RPS No. 24-8313 Engineering Licenses Page C-27APPENDIX B: LICENSESPage 3451 of 9661 Design Services for Everglades Blvd Widening from Oil Well Rd to Vanderbilt Beach Rd Ext | RPS No. 24-8313 Page C-28APPENDIX B: LICENSESPage 3452 of 9661 17thJuly25Page 3453 of 9661 Page 3454 of 9661 Page 3455 of 9661 Page 3456 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 1 2. PAST PERFORMANCE References Client reference forms for projects similar in nature to the scope of the Oil Well Road Widening project can be found on the following pages. Ref # Project Name Client Score 1 Wilson Boulevard Widening Corridor StudyCollier County 1002 Vanderbilt Beach Road Extension Design (Collier Boulevard to 16th Street NE) Collier County 99 3 Vanderbilt Beach Road Widening (US 41 to Fontana Del Sol Way) Collier County 99 4 State Road (Sr) 806/Atlantic Ave from W. Of State Road (Sr) 7 to East of Lyons Road FDOT District 4 97 Page 3457 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 12 2. PAST PERFORMANCE Reference Form #1: Wilson Boulevard Widening Corridor Study Client: Collier County Our Role: Prime Size: 3.2 Miles Key Personnel: Bill Gramer, Nathan Lunsford, Felicia Kirby, Nick De Ciccio, Kevin Heldorfer, Rick Gorsira, Sonal Dodia, Darren Dyer, Vanessa Davis Relevance 2-lane rural to 4-lane urban roadway widening Wetland impactsStormwater analysis/design Project site and design constraints Stakeholder involvementUtility impacts design and coordination Bridge Replacement Project Description and Services Provided On this study, our team evaluated alternatives to widen Wilson Boulevard from a 2-lane undivided roadway to a 4-lane divided roadway with curb and gutter from Golden Gate Boulevard to Immokalee Road (approximately 3.2 miles). The study involved evaluating alternative alignments to improve mobility, enhance safety, and accommodate future traffic volumes while avoiding or minimizing impacts to the community and natural environment. Proposed improvements also included adding sidewalks, a shared-use path, and bike lanes for improved multimodal mobility and bus stop enhancements. Additional project elements included changes to access at the intersections, drainage system upgrades, replacement of the existing bridge, utility coordination, and right-of-way acquisition. As the prime consultant, our team provided access management analysis, alternatives analysis, preliminary bridge type selection report, drainage and pond siting analysis, utility analysis, environmental analysis, right-of-way analysis, a public involvement meeting, and cost estimates. Jacobs’ experience conducting the Wilson Boulevard Widening Corridor Study and subsequent Wilson Boulevard Widening design gives us unique insight into the Oil Well Road Widening design, due to their similar nature. Key subconsultants and delivery partners Johnson Engineering – SurveyArdaman & Associates, Inc. – GeotechnicalACH – Archeological SurveyPage 3458 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 13 2. PAST PERFORMANCE Intersection of Wilson Boulevard and Golden Gate Boulevard Bill Gramer with Collier County staff during the Tamiami Wellfield Wilson Boulevard Widening Impact Study field meeting. Proper well house driveway access along Wilson Boulevard for utility and maintenance vehicles will be incorporated into design Feedback from public meeting participants: Thank you for your help and continued help with being proactive in these growth demand problems! I strongly believe this department(s) [is] the most productive and best results producing department in all of Collier County areas of responsibilities.” Very informative meeting; hoping to be kept in the loop as the project develops.” Project manager Bill Gramer interfacing with members of the community at the Wilson Boulevard Widening Corridor Study Public meeting Members of the community interacting with renderings at the Wilson Boulevard Widening Corridor Study public meeting ““Page 3459 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 14 2. PAST PERFORMANCE Reference Form #2: Vanderbilt Beach Road Extension Client: Collier County Our Role: Prime Size: 7 miles of roadway and 314 acres Key Personnel: Bill Gramer, Kevin Heldorfer, Nick De Ciccio, Felicia Kirby, Nathan Lunsford Rick Gorsira, Sonal Dodia, Darren Dyer, Adam Ahmad, Vanessa Davis Relevance New 6-lane and 2-lane roadway facilities with a shared-use pathway In-depth knowledge of the Golden Gate Estates area conditions, including hydrology and permitting with FDEP/ACOE and SFWMD on environmental, wetland mitigation, Extensive public involvement/stakeholder engagement Experience working with the County for ROW acquisition and the settlement process Utility design and coordinationBridge design 16 ponds (11 wet detention, 5 dry detention) Adjacent development coordination Project Description and Services Provided The Vanderbilt Beach Road (VBR) Extension project involves widening and designing a new 7-mile road from east of Collier Boulevard (CR 951) to 16th Street Northeast. Our team led public involvement, roadway design, drainage, permitting, traffic maintenance, structural design, environmental surveys, traffic, noise, aesthetics, survey, geotechnical access management, and utility services. The project involves relocating a 2-mile section of the Cypress Canal to a location south of the roadway and included three new bridges at Curry Canal, Corkscrew Canal, and Orange Tree Canal. Our design includes minor improvements to existing intersecting streets at Weber Boulevard, Danbury Boulevard, Massey Street, Douglas Street, Wilson Boulevard, 8th Street Northeast, and 16th Street Northeast and a new intersection to Greyhawk Trail for the Golf Club of The Everglades. We provided stormwater management at 16 drainage basins, including 11 wet detention ponds and 5 dry detention ponds to treat water quality prior to discharge to Page 3460 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 15 2. PAST PERFORMANCE the canals. We coordinated regularly with SFWMD on the conceptual ERP permit and construction permit. We also provided utility relocation and design for wastewater, potable, and raw water mains. The project included ROW acquisition with over 276 parcels across 314 acres. Jacobs prepared an environmental assessment, developed innovative approaches to wetland delineations, and performed FLUCCS mapping using a mobile data collection platform. We prepared a listed species assessment, conducted surveys, and assessed wetland and other surface water impacts. We coordinated mitigation credits for the County to help them purchase from mitigation banks from impacts to both wetlands and the Florida panther. An environmental resource permit was issued by SFWMD in 2021 with a single request for additional information (RAI). We coordinated with USACOE and FDEP and obtained a state 404 permit. Key subconsultants and delivery partners Ardaman & Associates, Inc. Archaeological and Historical Conservancy, Inc. Capital Consulting Solutions Johnson Engineering, Inc. RWA Engineering Page 3461 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 16 2. PAST PERFORMANCE Reference Form #3: Vanderbilt Beach Road WideningClient: Collier County Our Role: Prime Size: 1.7 Miles Key Personnel: Bill Gramer, Nick De Ciccio, Nathan Lunsford, Felicia Kirby, Kevin Heldorfer, Sonal Dodia, Darren Dyer, Adam Ahmad, Vanessa Davis Relevance Roadway widening (4-lane to 6-lane) Maintaining the flow of traffic during construction Permitting (SFWMD) Utility coordination/design Box culvert design Adjacent development coordination Extensive stakeholder coordinationProject Description and Services Provided Jacobs managed the widening of 1.7 miles of the existing four-lane roadway to a 6-lane facility (Median Widening). Tasks included public involvement meetings, roadway design, drainage, permitting (SFWMD), MOT, structural design of a double barrel 9’ x 5’ box culvert to replace an existing 72” pipe, traffic, noise, aesthetics, survey, geotechnical, access management, and utility services. The design bid plans have been submitted, and constructed is anticipated to start in the fall of 2025. Johnson Engineering and Capital Consulting are our sub consultants on this project, providing a synergy and familiarity that will carry over to this project. Key subconsultants and delivery partners Johnson Engineering – SUE, Utility Design Capital Consulting – Signing and Pavement Marking, MOT Page 3462 of 9661 3. Past Performance Design Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 17 2. PAST PERFORMANCE Our team held a public involvement meeting informing the public of the roadway widening improvements and impacts during construction. Our team prepared 3D renders illustrating the temporary traffic control plans for the installation of the double barrel 9’ x 5’ box culvert. Our team has also held numerous public engagement meetings with the Pelican Marsh Community, homeowners’ association boards, and Naples Christian Church to educate the stakeholders about the impacts of the widening and the box culvert installation, and how our team has minimized impacts to their establishments. Our team performed multiple field reviews with County staff to review project elements/issues and develop solutions. Page 3463 of 9661 3. Past PerformanceDesign Services for Oil Well Road from Everglades Boulevard to Oil Well Grade Road | RPS No. 25-8377 Page 2 - 18 2. PAST PERFORMANCE Reference Form #4: FDOT Client: FDOT District 4 Our Role: Prime Size: 1.5 Miles Key Personnel: Joseph Martin, Colleen Ross, Tara Jones Relevance 2-lane to 4-lane widening Maintaining the flow of traffic during construction Utility coordination/design Extensive stakeholder coordinationProject Description and Services Provided Jacobs designed the widening of 1.5 miles of State Road 806/Atlantic AVE from an existing 2-lane rural roadway to a 4-lane divided roadway with accommodations for a future 6-lane roadway (median widening). The project included 6’ sidewalks and 7’ buffered bicycle lanes on both sides of the roadway, expanding the intersection of SR 7 and SR 806 to include a third northbound and southbound through lane and a second northbound right turn lane on SR 7, expanding the intersection of Lyons Rd and SR 806 to include three eastbound and westbound lanes, dual eastbound and westbound left turn lanes, and single eastbound and westbound right turn lanes, and to relocate Lake Worth Drainage District L-34 Canal to accommodate the widening. This process also engaged the public with an in-person public involvement meeting in coordination with FDOT. Page 3464 of 9661 Page 3465 of 9661 Page 3466 of 9661 Page 3467 of 9661 Page 3468 of 9661 Page 3469 of 9661 Page 3470 of 9661 Page 3471 of 9661 Page 3472 of 9661 Page 3473 of 9661 Page 3474 of 9661 Page 3475 of 9661 Page 3476 of 9661 Page 3477 of 9661 Page 3478 of 9661 Page 3479 of 9661 Page 3480 of 9661 Page 3481 of 9661 Form W-9 (Rev. March 2024) Request for Taxpayer Identification Number and Certification Department of the Treasury Internal Revenue Service Go to www.irs.gov/FormW9 for instructions and the latest information. Give form to the requester. Do not send to the IRS. Before you begin. For guidance related to the purpose of Form W-9, see Purpose of Form, below.Print or type. See Specific Instructions on page 3.1 Name of entity/individual. An entry is required. (For a sole proprietor or disregarded entity, enter the owner’s name on line 1, and enter the business/disregarded entity’s name on line 2.) 2 Business name/disregarded entity name, if different from above. 3a Check the appropriate box for federal tax classification of the entity/individual whose name is entered on line 1. Check only one of the following seven boxes. Individual/sole proprietor C corporation S corporation Partnership Trust/estate LLC. Enter the tax classification (C = C corporation, S = S corporation, P = Partnership) .... Note: Check the “LLC” box above and, in the entry space, enter the appropriate code (C, S, or P) for the tax classification of the LLC, unless it is a disregarded entity. A disregarded entity should instead check the appropriate box for the tax classification of its owner. Other (see instructions) 3b If on line 3a you checked “Partnership” or “Trust/estate,” or checked “LLC” and entered “P” as its tax classification, and you are providing this form to a partnership, trust, or estate in which you have an ownership interest, check this box if you have any foreign partners, owners, or beneficiaries. See instructions ......... 4 Exemptions (codes apply only to certain entities, not individuals; see instructions on page 3): Exempt payee code (if any) Exemption from Foreign Account Tax Compliance Act (FATCA) reporting code (if any) (Applies to accounts maintained outside the United States.) 5 Address (number, street, and apt. or suite no.). See instructions. 6 City, state, and ZIP code Requester’s name and address (optional) 7 List account number(s) here (optional) Part I Taxpayer Identification Number (TIN) Enter your TIN in the appropriate box. The TIN provided must match the name given on line 1 to avoid backup withholding. For individuals, this is generally your social security number (SSN). However, for a resident alien, sole proprietor, or disregarded entity, see the instructions for Part I, later. For other entities, it is your employer identification number (EIN). If you do not have a number, see How to get a TIN, later. Note: If the account is in more than one name, see the instructions for line 1. See also What Name and Number To Give the Requester for guidelines on whose number to enter. Social security number –– or Employer identification number – Part II Certification Under penalties of perjury, I certify that: 1. The number shown on this form is my correct taxpayer identification number (or I am waiting for a number to be issued to me); and 2. I am not subject to backup withholding because (a) I am exempt from backup withholding, or (b) I have not been notified by the Internal Revenue Service (IRS) that I am subject to backup withholding as a result of a failure to report all interest or dividends, or (c) the IRS has notified me that I am no longer subject to backup withholding; and 3. I am a U.S. citizen or other U.S. person (defined below); and 4. The FATCA code(s) entered on this form (if any) indicating that I am exempt from FATCA reporting is correct. Certification instructions. You must cross out item 2 above if you have been notified by the IRS that you are currently subject to backup withholding because you have failed to report all interest and dividends on your tax return. For real estate transactions, item 2 does not apply. For mortgage interest paid, acquisition or abandonment of secured property, cancellation of debt, contributions to an individual retirement arrangement (IRA), and, generally, payments other than interest and dividends, you are not required to sign the certification, but you must provide your correct TIN. See the instructions for Part II, later. Sign Here Signature of U.S. person Date General Instructions Section references are to the Internal Revenue Code unless otherwise noted. Future developments. For the latest information about developments related to Form W-9 and its instructions, such as legislation enacted after they were published, go to www.irs.gov/FormW9. What’s New Line 3a has been modified to clarify how a disregarded entity completes this line. An LLC that is a disregarded entity should check the appropriate box for the tax classification of its owner. Otherwise, it should check the “LLC” box and enter its appropriate tax classification. New line 3b has been added to this form. A flow-through entity is required to complete this line to indicate that it has direct or indirect foreign partners, owners, or beneficiaries when it provides the Form W-9 to another flow-through entity in which it has an ownership interest. This change is intended to provide a flow-through entity with information regarding the status of its indirect foreign partners, owners, or beneficiaries, so that it can satisfy any applicable reporting requirements. For example, a partnership that has any indirect foreign partners may be required to complete Schedules K-2 and K-3. See the Partnership Instructions for Schedules K-2 and K-3 (Form 1065). Purpose of Form An individual or entity (Form W-9 requester) who is required to file an information return with the IRS is giving you this form because they Cat. No. 10231X Form W-9 (Rev. 3-2024) Jacobs Engineering Group Inc. x 1999 Bryan Street, Suite 3500 Dallas, TX 75201 9 5 4 0 8 1 6 3 6 Ellen B. Patterson June 1, 2025 Page 3482 of 9661 Page 3483 of 9661 Page 3484 of 9661 Page 3485 of 9661 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME: CONTACT (A/C, No): FAX E-MAIL ADDRESS: PRODUCER (A/C, No, Ext): PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD 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. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT ER OTH- STATUTE PER LIMITS(MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) POLICY EFF POLICY NUMBERTYPE OF INSURANCELTR INSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY 1,000,000 1,000,000 752147287 752147287 C/O Global Risk Management 555 South Flower Street, Suite 3200 COLLIER COUNTY BOARD OF COUNTY COMMISSIONERS 07/01/26PROFESSIONAL LIABILITY 500,000 22667 1,000,000 43575 X PROJECT MGR: Bill Gramer. CONTRACT MGR: Firas Bargouthi. RE: DESIGN SERVICES FOR OIL WELL ROAD WIDENING SEGMENT 3. 1-212-948-1306 X COMMISSIONERS is added as an additional insured for general liability as respects the negligence of the insured in the CONTRACT END DATE: 07-19-2027. PROJECT NUMBER: RPS NO.: 25-8377. SECTOR: Public. COLLIER COUNTY BOARD OF COUNTY policy is primary and the certificate holder's insurance is excess and non-contributory. *THIS IS A SAMPLE CERTIFICATE performance of insured's services to cert holder under contract for captioned work. The General Liability insurance CONTRACT, CONSISTENT WITH POLICY TERMS AND CONDITIONS. ONLY*. THE ACTUAL CERTIFICATE FOR THE PROPOSED PROJECT WILL COMPLY WITH THE TERMS AND CONDITIONS NEGOTIATED IN THE FINAL 07/01/25 USA 07/01/26 SCF C72792920 (WI) Jacobs Engineering Group Inc. WLR C72792919 (AOS) WCU C72792932 (OH)* 07/01/25 1-212-948-1306 1,000,000 07/01/26 X nyumdo_newgalexy 1,000,000 X NAPLES, FL 34112 633 W. Fifth Street 5,000CONTRACTUAL LIABILITY INDEMNITY INS CO OF NORTH AMER ACE AMER INS CO 2,000,000 1,000,000 A 07/01/25 07/01/25 07/01/25 ISA H11371504 X 07/01/25 Los Angeles, CA 90071 USA N A A B A HDO G48977145 1,000,000A 07/15/2025 07/01/26 EON G21655065 016 07/01/26 BLDG C-2 X 1,000,000 LIC #0437153 3295 TAMIAMI TRAIL EAST Los Angeles, CA 90071 USA 07/01/26 PER CLAIM/PER AGG CIRTS_Support@jacobs.com Marsh Risk & Insurance Services Page 3486 of 9661 SUPP (05/04) SUPPLEMENT TO CERTIFICATE OF INSURANCE DATE NAME OF INSURED: Additional Description of Operations/Remarks from Page 1: Additional Information: *$2,000,000 SIR FOR STATE OF: OHIO Jacobs Engineering Group Inc. 07/15/2025 Page 3487 of 9661 Florida Department of Transportation RON DESANTIS GOVERNOR 605 Suwannee Street Tallahassee, FL 32399-0450 JARED W. PERDUE, P.E. SECRETARY 1 March 26, 2025 Joely Jackowitz, FDOT Account Strategist JACOBS ENGINEERING GROUP INC. 5401 West Kennedy Boulevard, Suite 300 Tampa, Florida 33609 Dear Ms. Jackowitz: The Florida Department of Transportation has reviewed your application for prequalification package and determined that the data submitted is adequate to technically prequalify your firm for the following professional services types of work per Rule 14-75, F.A.C.: 2.0 Project Development and Environmental (PD&E) Studies 3.1 Minor Highway Design 3.2 Major Highway Design 3.3 Controlled Access Highway Design 4.1.1 Miscellaneous Structures 4.1.2 Minor Bridge Design 4.2.1 Major Bridge Design - Concrete 4.2.2 Major Bridge Design - Steel 4.2.3 Major Bridge Design - Segmental 4.3.1 Complex Bridge Design - Concrete 4.3.2 Complex Bridge Design - Steel 5.1 Conventional Bridge Inspection 5.2 Movable Bridge Inspection 5.3 Complex Bridge Inspection 5.4 Bridge Load Rating 6.1 Traffic Engineering Studies 6.2 Traffic Signal Timing 6.3.1 Intelligent Transportation Systems Analysis and Design 6.3.2 Intelligent Transportation Systems Implementation 6.3.3 Intelligent Transportation Traffic Engineering Systems Communications 6.3.4 Intelligent Transportation Systems Software Development 7.1 Signing, Pavement Marking and Channelization 7.2 Lighting 7.3 Signalization 8.1 Control Surveying 8.2 Design, Right of Way & Construction Surveying Page 3488 of 9661 2 9.1 Soil Exploration 9.4.1 Standard Foundation Studies 10.1 Roadway Construction Engineering Inspection 10.3 Construction Materials Inspection 10.4 Minor Bridge & Miscellaneous Structures CEI 10.5.1 Major Bridge CEI - Concrete 10.5.2 Major Bridge CEI - Steel 11.0 Engineering Contract Administration and Management 13.3 Policy Planning 13.4 Systems Planning 13.5 Subarea/Corridor Planning 13.6 Land Planning/Engineering 13.7 Transportation Statistics 14.0 Architect 15.0 Landscape Architect Your firm is now technically prequalified with the Department for Professional Services in the above referenced work types. The overhead audit has been accepted, and your firm may pursue projects in the referenced work types with fees of any dollar amount. This status shall be valid until March 31, 2026, for contracting purposes. Should you have any questions, please feel free to contact me by email at marie.castaneda@dot.state.fl.us or by phone at 850-414-4597. Sincerely, Marie Castaneda Professional Services Qualification Administrator Page 3489 of 9661 Page 3490 of 9661 Page 3491 of 9661 Page 3492 of 9661 Page 3493 of 9661 Selection Committee Final Ranking Sheet Title: Design Services for Oil Well Road Widening Segment 3 Name of Firm Robert White Peter Hayden Anthony Stolts Brian Mondgock Selection Committee Final Rank Jacobs Engineering Group Inc.1 1 2 1 1.0000 LJA Engineering, Inc.2 3 1 2 2.0000 Kisinger Campo & Associates, Corp.3 2 3 3 3.0000 Procurement Professional Dania Guerrero Date 10/24/2025 Page 1 of 1 Page 3494 of 9661 Notice of Recommended Award Solicitation: 25-8377 Title: Design Services for Oil Well Road Widening Road Segment 3 Due Date and Time: July 21, 2025, at 3:00pm Respondents: Company Name City County State Final Ranking Responsive/Responsible Jacobs Engineering Group Inc Dallas Dallas TX 1 Yes/Yes LJA Engineering, Inc Houston Harris TX 2 Yes/Yes Kisinger Campo & Associates, Corp Tampa Hillsborough FL 3 Yes/Yes Stanley Consultants, Inc Muscatine Muscatine IA Not Ranked Yes/Yes R.J. Behar & Company, Inc Pembroke Pines Broward FL Not Ranked Yes/Yes Volkert, Inc Tallahassee Leon FL Not Ranked Yes/Yes Utilized Local Vendor Preference: Yes No Recommended Firm for Award: On June 4, 2025, the Procurement Services Division released notices for Request for Professional Services (RPS) No. 25-8377, “Design Services for Oil Well Road Widening Segment 3” to three thousand two hundred and eighty-two (3,282) vendors. One thousand three hundred and twenty-two (1, 322) firms viewed the solicitation information, and six (6) proposals were received by July 21, 2025, the submission deadline. Staff reviewed the proposals received and found all six (6) firms to be responsive and responsible, with four (4) firms having minor irregularities. The Selection Committee convened on October 8, 2025, and as described in step 1 of the solicitation documents, the committee scored each of the proposals. The proposers were shortlisted and the top three (3) proposers moved to step 2, oral presentations in the order listed below: Jacobs Engineering Group Inc. LJA Engineering, Inc. Kisinger Campo & Associates, Corp. On October 24, 2025, the Selection Committee reconvened for step 2, presentations and final ranking. The firms were ranked as follows: Ranked #1 - Jacobs Engineering Group Inc. Ranked #2 - LJA Engineering, Inc. Ranked #3 – Kisinger Campo & Associates, Corp. Staff is recommending negotiations with the top-ranked firm, Jacobs Engineering Group Inc. Docusign Envelope ID: 33A76DFA-FEC6-4300-9EE8-85DD58F1D05C Page 3495 of 9661 Contract Driven Purchase Order Driven Required Signatures Project Manager: Procurement Strategist: Procurement Services Director: __________________________________ _________________ Andres Fuentes Date Docusign Envelope ID: 33A76DFA-FEC6-4300-9EE8-85DD58F1D05C 11/4/2025 11/4/2025 11/4/2025 Page 3496 of 9661